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Journals   A B C D E F G H I J K L M N O P Q R S T U V W X Y Z
Building Structure
1002-848X
2013 Issue S1
Comparison and optimization of large-span floor for a conference exhibition center
Zhou Jianlong;Fang Yiqing;Bao Lianjin;Jiang Xiaofeng;Sun Zhanjin;Li Ye;Huang Yongqiang;East China Architectural Design & Research Institute Co.;Ltd.;
..............page:1-5
Structural design and study on a super high-rise complex building in high intensity areas
Wei Lijin;Zheng Honghua;Shi Yansheng;Cui Shimi;Liu Longfei;Liu Changdong;Sunlay Design Group;
..............page:6-13
xu yan
ren qing ying ;
..............page:7
Structural design of Guangzhou Greenland Financial Center super high-rise building
Li Ning;Zhen Qinghua;Zhao Tong;Architectural Design & Research Institute of Guangdong Province;
..............page:14-20
Structural scheme selection and performance-based seismic design of Chang’anwanke Center
Chen Ying;Chen Zhaozhi;Lü Jianfeng;RBS Architectural Engineering Design Associates;
..............page:21-27
Structural design of Shenzhen NEO building
Qiu Kun;Rao Guoxiang;Cai Jun;Wei Lian;LPS Architectural Engineering Design Associates;
..............page:28-32
Several design key points of Shenzhen Tencent Binhai Building
Wu Hui;Kuang Jiguang;Chen Haijun;Luo Riwang;Lo Jacky;Liu Hongmei;Jiang Yuan;AECOM Ltd.;Shenzhen Office;Tencent Technologies Shenzhen Ltd.;
..............page:33-38
Key problem research on Yangzhou Oriental International Hotel
Wang Guoxun;Shanghai Huadu Architecture & Urban Design Co.;Ltd.;
..............page:39-43
Kunshan Golden Eagle high-rise hotel design
Sun Yinyu;Zhang Weiyu;Liu Xuan;Nanjing Kingdom Architecture Design Co.;Ltd.;
..............page:44-47
Structural design of Suzhou railway traffic control center
Zhang Min;Miao Pingzhou;Suzhou Institute of Architectural Design Co.;Ltd.;
..............page:48-51
The structural design of the Ordos Orient Building
Wang Qi;Zhang Genyu;Zhang Lu;China Architecture Design & Research Institute;
..............page:52-56
Preliminary design on the structure for the new office building of Hubei radio and TV station
Lu Yi;East China Architectural Design & Research Institute Co.;Ltd.;
..............page:57-64
yu jia bao 03-26 di kuai gang kuang jia - hun ning tu he xin tong ti xi de jie gou she ji
sun xue hua ; huang zhao wei ; zhao yu xin ; zhao chen jie ;
..............page:65-69
Structural design of out-of-codes high-rise building on Humen Port Enterprise Headquarters Building
Cai Qingxiong;Shenzhen General Institute of Architectural Design And Research Co.;Ltd.;
..............page:70-74
Structure design of Suzhou ABC Tower
Zhao Jianzhong;Xu Chao;Wang Gan;Zhou Huixin;Suzhou Industrial Park Design & Research Institute Co.;Ltd.;
..............page:75-79
Structural analysis and design of Aoyuan Times Building
Yang Ting;Liu Wei;Zhu Bingyin;Guo Tianhan;Sui Haiyan;Zhang Xiaoxu;China Architecture Design & Research Group;
..............page:80-84
Optimum design of Wanda Center
Wen Yuan;Zhang Ying;Mu Da;Wang Yang;Dalian Architectural Design & Research Institute Co.;Ltd.;
..............page:85-88
Structure design on a high-rise residential with thick plate transition
Zheng Xiaodong;Zhang Min;Suzhou Institute of Architecture Design Co.;Ltd.;
..............page:89-94
Structure design on the office tower of Kaifeng international financial center
Wang Aihe;Liu Mingxue;Li Yingjie;Li Na;Beijing Space-Time Creator Architecture Design Co.;Ltd.;China Electronics Engineering Design Institute;
..............page:95-101
Structure design of Jinan Olympic Financial Center A Building
Bi Lei;Liu Songhua;He Ximing;Yuan Kun;Lu Ang;China Architecture Design & Research Group;
..............page:102-106
Structural design on a super high-rise building
Ma Chenjie;Lian Xianrong;Wang Qibei;Huasen Architecture & Engineering Design Consultants Ltd.;
..............page:107-109
Structural design of Huhhot Bank of China Building
Leng Dongmei;Sun Huamin;Li Hui;Zheng Hanbing;Li Hongqiu;Beijing Victory Star Architecture & Civil Engineering Design Co.;Ltd.;
..............page:110-114
Structure design on a high-rise office building
He Sixiang;Zhao Bianqing;Ling Qichang;MIDAS Information Technology Co.;Ltd.;Taiyuan Institute of Architecture Design & Research;
..............page:115-118
Study and comparison of structural system of the building over subway station
Bao Lianjian;Huang Yongqiang;Gao Shuangxi;Zhou Jianlong;Jiang Xiaofeng;East China Architectural Design & Research Institute Co.;Ltd.;
..............page:119-122
Structural design of topside building on metro garage for train parking and inspecting
Jiang Kewei;East China Architecture Design & Research Institute Co.;Ltd.;
..............page:123-128
Structural design of Shenzhen Metro Tanglang depot superstructure D area
Hu Xingwei;Wang Jun;Chen Di;Mo Jichun;Shenzhen General Institute of Architectural Design and Research Co.;Ltd.;
..............page:129-133
Structural design of the supporting facilities of Shenzhen Futian Station underground integrated transport hub project
Liu Chang;Zhang Jian;Pang Xiaochao;The Institute of Architectural Design & Research;Shenzhen University;Shenzhen Research and Design Institute of CARS;
..............page:134-139
Structural design of Nanjing Zhongsheng passenger station
Zhu Xiaowen;Liu Yajun;Peng Honyi;Zhang Weiyu;Nanjing Kingdom Architecture Design Co.;Ltd.;
..............page:140-143
ji nan xi ke zhan zong he ke yun gong cheng ke yun zhan jie gou she ji
chen yong fu ; li hai zhou ;
..............page:144-148
Design and analysis on a frame-core tube structure of commercial office building in Chengdu Zhixing·Lidu project
Nie Lin;Tianhua Architecture Planning & Engineering Limited;
..............page:149-151
Structural design of Wan Zheng Shang Du hotel and business building
Kong Jianghong;Zhu Guangyao;Bai Jingjing;Cui Qing;Zhao Jianli;China Architecture Design & Research Group;
..............page:152-153
bai lian chong ming zong he ti jie gou she ji yu yan jiu
zhu bao bing ; zhou yu qing ; li gen ;
..............page:154-157
Structural design of No. 3 building in the Hongqiao Business District No. 3 block
Guo Yi;China Architecture Design & Research Institute;
..............page:158-161
Structural design on Yueqing Headquarters Economy Park phase Ⅰ
Zhou Pinghuai;Yang Xuelin;Feng Yongwei;Wu Xiaoping;Hong Yuan;Zhejiang Prov. Institute of Architectural Design and Research;
..............page:162-166
Structure design of Xingfuyicun city complex
Wang Jia;Zhao Guihua;Jia Yiming;Walton Design Consulting Engineering Co.;Ltd.;China Institute of Building Standard Design & Research;College of Civil Engineering and Architecture;Zhejiang University of Technology;
..............page:167-171
Structural design of one office building of the State Grid
Zhu Ying;Zhang Feng;Yuan Yaguang;East China Architectural Design & Research Institute Co.;Ltd.;
..............page:172-175
Structural design of Qingdao Development Zone Sophia Hotel
Hu Haitao;Li Qiang;Sun Shaodong;Zhou Dongming;Li Jing;Teng Yuan Design Institute Co.;Ltd.;
..............page:176-179
Structural design of complex multistoried hotel
Guo Tianhan;Zhang Meng;Zhu Bingyin;Ma Zhenting;Xu Hongyan;China Architecture Design & Research Group;
..............page:180-183
Structural design of Shantou University Medical College
Ma Chenjie;Shi Yongmang;Xie Biaoyun;Hou Feng;Mo Shihai;Ding Yi;CCDI GROUP;
..............page:184-188
Structure design of Suzhou city hospital headquarters
Hu Qunying;Zhang Min;Yan Haihua;Lu Xiaojun;Suzhou Institute of Architectural Design Co.;Ltd.;
..............page:189-193
Structural design of Wuxi Medical Center
Zhu Baolin;Gu Shaoyi;Shanghai Institute of Architectural Design and Research Co.;Ltd.;
..............page:194-196
Structure design of Suzhou Wuzhong Modern Culture and Sports Center
Zhang Du;Dai Yaping;Hu Qunying;Deng Chunyan;Yan Haihua;Suzhou Institute of Architectural Design Co.;Ltd.;
..............page:197-200
Structural cost-efficiency design of a teaching building in Tianjin District
Duan Yongfei;Wu Xiankun;Gao Yanliang;Huo Wenying;Li Qian;China Architecture Design & Research Group;
..............page:201-203
Structural design of laboratory building of Tianjin University
Duan Yongfei;Gao Yanliang;Wu Xiankun;Lu Ying;Wang Hao;Yin Yang;China Architecture Design & Research Group;
..............page:204-207
zhong liang ying yang jian kang yan jiu yuan chang tiao xing gao ceng jie gou she ji yu fen xi
zhou yan ; jia kai ; ma xiao lei ; li zuo ; wang hai feng ;
..............page:208-211
da tun 2 hao lv ge chan ye yong di xiang mu jie gou she ji
li yi ran ; tan min ;
..............page:212-215
Structural design of No. 3 Zhongguancun primary school
Yu Lei;Luo Minjie;Zhang Shixiong;Yin Yang;China Architecture Design & Research Group;
..............page:216-219
Introduction of the structure design of “three buildings & one center”project in Huaiyang county
Zhou Jijian;Henan Institute of Architectural Design & Research Co.;Ltd.;
..............page:220-224
Structural design of the Guangyang Area in Beijing
Gao Yanliang;Shi Lei;Gao Fanghua;China Architecture Design & Research Group;
..............page:225-227
Structure design on ultra-limit high-rise building in Jiading Metro of Shanghai
Jin Jian;China Architecture Design & Research Group;
..............page:228-230
Structural design of hollow floor slab-column structure in subterranean garage
Shi Chengyu;Suzhou Institute of Architectural Design Co.;Ltd.;
..............page:231-235
Structural design of the railway floor of a station
Zou Zhonggang;Feng Baorui;Beijing Air Force Surveying and Designing Institute;
..............page:236-239
Dynamic characteristics analysis on two-span continuous guideway of high-speed maglev line
Zhao Yang;Jia Feng;Shi Jin;Patent Examination Cooperation Center of the Patent Office;SIPO;Transport Planning and Research Institute;Ministry of Transport;Beijing Jiaotong University;
..............page:240-243
dui jie gou fen xi ji suan ruan jian can shu de que ding he ji suan jie guo de fen xi pan duan
liu rui xia ;
..............page:244-248
Structural optimization for lateral and vertical load resisting systems of high-rise building
Xu Fang;Luo Zhaoqi;Zhao Xin;The Architectural Design & Research Institute of Tongji University Co.;Ltd.;Shanghai ZF Architectural Design Co.;Ltd.;
..............page:249-252
Structural optimization under period constraint for building structures
Dong Yaomin;Zhao Xin;Yu Tianyi;Department of Building Engineering;Tongji University;Tongji Architectural Design Co.;Ltd.;
..............page:253-256
Primary research of stopping precipitation time and design measure on high-rise building
Zhao Nan;Nie Qilin;Liu Longfei;Wang Qin;Beijing Sunlay LTD;
..............page:257-259
Structural design and analysis of a lumber structure in Shanghai
Jin Xu;Shanghai Zhujing Architectural Design Co.;Ltd.;
..............page:260-262
qian lun mu jie gou zai da qing lv di jin rong zhong xin shou lou chu de ying yong
huang bao cheng ; jia zuo zuo ;
..............page:263-266
Embodied carbon based scheme comparative study on long-span structure systems
Zhao Xin;Zhang Hongwei;Fang Shuo;Tongji Architectural Design Co.;Ltd.;Department of Building Engineering;Tongji University;
..............page:267-271
Seismic response analysis of station building of Shenzhen North Station under multi-dimension and multi-support seismic excitation
Wu Bing;Fu Xueyi;Meng Meili;Qu Jiaxing;The Institute of Architecture Design & Research Shenzhen University;
..............page:272-276
Walking comfort analysis on station building floor system of Shenzhen North Railway Station
Meng Meili;Wu Bing;Fu Xueyi;Qu Jiaxin;The Institute of Architecture Design & Research Shenzhen University;
..............page:277-280
Design on large span steel structure of Foshan Gaoming Gymnasium
Li Li;Fan Zhong;Zhang Yu;Cao He;Liu Xinying;China Architecture Design & Research Group;
..............page:281-285
Structural design of the indoor stadium in Etuok Olympic Sports Center
Luo Minjie;Huo Wenying;Gao Fanghua;Sun Hailin;China Architecture Design and Research Group;
..............page:286-289
Structural design of Wanzhou Stadium
Liu Songhua;You Tianzhi;Bi Lei;Zhou Xin;He Yu;China Architecture Design & Research Group;
..............page:290-294
Structure design of special form building in Ocean’s king lighting museum
Zhang Jian;Liu Qiang;Zhang Zhengguo;Li Boya;Zhou Jie;Tu Huqiang;The Institute of Architecture Design and Research;Shenzhen University;
..............page:295-299
Structural design of the stadium of Chifeng Sports Center
Sun Hailin;Huo Wenying;Lu Ying;Wu Xiankun;Hao Guolong;Luo Minjie;Liu Huijun;China Architecture Design and Research Institute;
..............page:300-304
Structural selection and design of gymnasium roof in URUMCHI speed-skating gymnasium
Liu Haifeng;Mao Xiaodong;Li Qingpeng;Cao Zhenggang;Wu Yue;Architectural Design and Research Institute;Harbin Institute of Technology;School of Civil Engineering;Harbin Institute of Technology;
..............page:305-310
Analysis and design of main structure of Dongsheng Tennis Stadium
Liu Xuelin;Feng Jingwen;China Architecture Design & Rearch Group;BEIJING PATHRO ARCHITECS & ENGINEERS CO.;LTD.;
..............page:311-315
Structural design of Huludao Gymnasium
Xie Longbao;Zhao Jiapeng;Jia Yan;Li Hongqiu;Beijing Victory Star Architecture & Civil Engineering Design Co.;Ltd.;The People’s Government of Xingcheng Municipality;Huludao City of Longwan Central Business District Administrative Committee;
..............page:316-320
Structural design of Huludao Stadium
Leng Dongmei;Sun Huamin;Zhao Jiapeng;Jia Yan;Li Hongqiu;Beijing Victory Star Architecture & Civil Engineering Design Co.;Ltd.;The People’s Government of Xingcheng Municipality;Huludao City of Longwan Central Business District Administrative Committee;
..............page:321-327
e er duo si ti yu zhong xin zong he ti yu guan kang zhen she ji
liu yong bo ; zhang ya dong ; you tian zhi ; bao wei li ; yan zhong wei ; he yu ; gao wen jun ;
..............page:328-331
Structure design of Weishan Sport Center gymnasium
Sui Haiyan;China Architecture Design and Research Group;
..............page:332-335
Structure design on Linyi airport terminal building
Chen Lei;Xing Ningbo;Shenzhen Zhubo Architectural & Tsukito Design Inc Beijing Branch Company;
..............page:336-338
Structural design of Taonan Culture and Art Center
Lu Ang;Pian Minhua;Zhou Xin;Bao Weili;Wang Lei;China Architecture Design & Research Group;
..............page:339-342
Structural design of Sun Yat-sen University Sports Venues
Wang Qi;Pan Minhua;China Architecture Design & Research Institute;
..............page:343-346
Structure design of multifunctional hall of Jinan Cultural & Art Center
Zhang Xueli;Beijing Institute of Architectural Design;
..............page:347-349
Steel structural analysis and design of Fuqing Railway Station Room
Zhang Meng;Wang Qi;Yang Ting;Zhu Bingyin;Xu Lin;Hu Bei;China Architecture Design & Research Group;
..............page:350-352
Space truss structure design of an activity center with heavy load roof
Li Yong;Zhang Bin;Hebei N. Green Architectural Design Ltd.;
..............page:353-355
Study on zero-stress state form-finding after shape optimizing of bidirectional beam string structure cable net
Wu Jie;Lü Zhitao;Shu Ganping;Gold Mantis School of Architecture and Urban Environment;Soochow University;School of Civil Engineering;Southeast University;
..............page:356-361
Research on cable-net’s fatigue performance of fast reflector’s supporting structure
Ding Lei;Guo Zhengxing;Luo Bin;Suzhou Institute of Architectural Design Co.;Ltd.;School of Civil Engineering;Southeast University;
..............page:362-366
Study on the structural performance of a novel single-layer latticed shell
Gu Li;Zhang Xin;Meng Xiande;Yu Weijiang;CCDI GROUP;
..............page:367-370
Study on the application of cable curtain wall in construction engineering
Zhang Lianfei;Ou Tong;Tan Jian;The Architecture Design and Research Institute of Guangdong Province;
..............page:371-376
Analysis of design parameters and supporting strengthening method of light steel flat arc-shaped roof structure
Cao Shushang;Yang Ruoyu;He Shibing;Chongqing Construction Science Research Institute;
..............page:377-379
Explanation of Technical specification for wire grids concrete composite slab structure
Zheng Kui;Dai Ziqiang;Zhao Zhongxing;Tianjin Architecture Design Institute;School of Civil Engineering;Tianjin University;Chinasing International Enterprise Co.;Ltd.;
..............page:380-382
Design on roof-top steel-structures for Wangjing SOHO Centre
Li Chen;Jiang Kunsheng;CCDI GROUP;
..............page:383-388
Structural design of concentrically braced steel frame with large-scale cantilever beam atrium
Wang Shuai;East China Architectural Design & Research Institute Co.;Ltd.;
..............page:389-393
Structure design on steel frame-steel braced core tube of twoer in Kunming
Zhang Weidong;Sun Xueshui;Guan Chao;Wu Bo;Wang Zhongqiu;Guangdong Hangxiao Steel Structure Co.;Ltd.;Architectural of Engineering Design Institute of Yunnan Province;
..............page:394-398
A seismic design of Guanghua Road SOHO II connecting steel structures
Liang Zhiyuan;Lu Lei;Xing Wanli;Xiao Ming;Wang Weifeng;Song Wenjing;China Institute of Building Standard Design & Research;
..............page:399-402
Elastic-plastic time-history analysis of the cantilevered steel truss structure in a long span
Yu Jinghai;Li Luchuan;Jia Li;Yan Xiangyu;Architectural Design and Research Institute of Tianjin University;School of Civil Engineering;Tianjin University;
..............page:403-405
Analysis and calculation on a cold box in Germany
Zhang Zhenxing;Ye Jiaxi;Lin Limin;China United Engineering Corporation;
..............page:406-409
Design of steel frame structure for denitrification and the application of STAAD PRO in design
Luo Guibo;Huang Xinliang;Zhejiang Hangxiao Steel Strutcure Co.;Ltd.;
..............page:410-413
Design and comfort analysis of spiral steel staircase
Wang Zan;Wei Zhenfei;Wang Hanbing;Wang Yan;China Institute of Building Standard Design and Research;
..............page:414-417
Discussion on calculated length of steel tube concrete column of high-rise building structures
Jiao Ke;Wu Guiguang;The Architectural Design and Research Institute of Guangdong Province;
..............page:418-421
Research on ultimate resistance of i-beam-box-column joints
Wang Hao;Shen Jiepan;Kong Jianghong;Cui Qing;China Architecture Design & Research Group;Architectural Design & Research Institute of Zhejiang University;
..............page:422-424
Capacity analysis of large openings in H section steel with FEM
Guo Jiaxu;Luo Minjie;Huo Wenying;China Architecture Design and Research Group;
..............page:425-428
Practical method for confirming section height of composite steel beam
Song Hongyu;Suzhou Institute of Architectural Design Co.;Ltd.;
..............page:429-430
Experimental study on flexural rigidity of slip joint connection in monopole
Luo Lie;Tu Wanglong;Wen Haoran;Li Juan;Department of Building Engineering;Tongji University;Valmont Industries;Inc.;
..............page:431-435
Anchor bolts design for tension force
Wu Guifang;Tongji University;
..............page:436-438
Study on the effects of initial imperfections on stability bearing capacity of the web opening C-shaped cold-formed steel beam
Xu Hongyan;Liu Jingbo;China Architecture Design & Research Group;Department of Civil Engineering;Tsinghua University;
..............page:439-442
Calculation on shear capacity of screws connection in cold-formed thin-wall steel structures
Wang Shenwei;Shi Yu;School of Architectural Engineering;Chang’an University;
..............page:443-447
Theoretical and testing study on tightening behavior of high-strength bolts and turn-of-the-nut method
Li Chen;Zhu Yongjun;Hou Zhaoxin;CCDI GROUP;Central Research Institute of Building and Construction Co.;Ltd.;MCC;
..............page:448-452
Stress-strain relationship considering damage accumulation for steel under cyclic loadings
Fan Baofeng;Yang Na;Yang Qingshan;School of Civil Engineering;Beijing Jiaotong University;
..............page:453-455
Static experimental study on the Y-shaped concrete transforming joints in diagrid tube structures
Cao Zhenggang;Wu Yue;Zhou Wei;Liu Zhiwei;Zhang Xiaodong;School of Civil Engineering;Harbin Institute of Technology;Architectural Design and Research Institute;Harbin Institute of Technology;
..............page:456-461
Design method study of the giant composite structural component based on life cycle economic cost
Zhou Ying;Jiang Shixin;Zhao Xin;Tongji Architectural Design Co.;Ltd.;Department of Building Engineering;Tongji University;
..............page:462-466
Differential moisture distribution analysis of mega SRC columns
Yan Congzhi;Zhao Xin;Department of Building Engineering;Tongji University;Tongji Architectural Design Co.;Ltd.;
..............page:467-472
Experimental study and theoretical analysis on flexural behavior of box steel encased concrete beams
Zhang Genyu;Qin Zhishang;Xing Jingjing;China Architecture Design & Research Group;Jiangsu Provincial Architectural D & R Institute Ltd;Nanjing Municipal Design and Research Institute Co.;Ltd.;
..............page:473-477
Application of composite floor system in super tall building
Jin Laijian;Xie Jun;China Aviation Planning and Construction Development Co.;Ltd.;
..............page:478-482
Research on mechanical property of steel reinforced concrete column-steel beam joints
Si Jianchao;Feng Xiyuan;Xu Bin;Wu Hui;Beijing Institute of Architectural Design;Beijing University of Civil Engineering and Architecture;
..............page:483-487
Seismic design of especially irregular tall building
Li Li;Zhao Hongkang;Shu Ganping;Suzhou Institute of Architectural Design Co.;Ltd.;Southeast University;
..............page:488-492
Local buckling behavior of steel plate-masonry composite column subjected to axis force
Chen Yuli;Cao Shuangyin;Jing Denghu;Suzhou Institute of Architectural Design Co.;Ltd.;Southeast University;
..............page:493-497
Seismic design for building A of the Riverside Century Plaza in Wuhu
Huang Zhicheng;Fang Rong;Li Li;Zuo Jiang;Xia Changchun;Nanjing Architectural Design & Research Institute Limited Liability Company;Sinoma International Engineering Co.;Ltd.;
..............page:498-503
Seismic performance research of Kaiyue Center in Changzhou
Jia Guoqing;Wang Shuguang;Liu Weiqing;Du Dongsheng;College of Civil Engineering;Nanjing University of Technology;
..............page:504-508
Structural seismic design and discussion of a super high-rise building in Shanghai
Xiong Tianqi;Shanghai Institute of Architectural Design &Research Co.;Ltd.;
..............page:509-512
Super high-rise structure seismic design research of Zibo China Resources Center colorful city main hotel building
Xu Kuishan;Hu Wenxiao;Kong Junqing;Shanghai Sunyat Architectural Design Co.;Ltd.;
..............page:513-518
he fei xin cheng guo ji shang wu xie zi lou d lou kang zhen xing neng she ji
liu hong li ; yao zeng gen ;
..............page:519-521
Structural seismic design of the out-of-codes high-rise building
Bian Heba;Wang Guoan;Li Bin;Zhao Lijing;AECOM Architecture China;
..............page:522-524
Seismic design in Zhenru sub-center A5 block
Ying Ming;Shanghai Institute of Architectural Design & Research Co.;Ltd.;
..............page:525-529
Seismic design of five star hotel in a DanDong commercial complex building
Yang Wei;South Project Management Centre of DaLian Wan Da Commercial Real Estate Co.;Ltd.;
..............page:530-533
da di pan duo ta lou jie gou kang zhen she ji yao dian chu tan
hu xin wei ; he si xiang ; yu wei jiang ;
..............page:534-537
Discussion on design of the elevated station of “bridge-station”composite structure system in high intensity seismic region
Lin Zuozhong;China Railway Siyuan Group Southwest Survey and Desiagn Co.;Ltd.;
..............page:538-542
Discuss of monolayer-hollowness building combine with Bullet railway station
Chen Lei;Han Lijun;Shenzhen Zhubo Architectural & Tsukito Design Inc Beijing Branch Company;
..............page:543-545
Discussion on nonlinear time history analysis for super high-rise buildings
Zhen Shengwei;Wang Yang;ARUP;Shenzhen Branch;
..............page:546-551
Elastic-plastic time history analysis on the super high-rise building structure of Qingdao Excellence Century Centre
Liu Yunlang;Liu Wenqing;Yang Feng;Li Jianwei;Shi Yongmang;CCDI GROUP;
..............page:552-556
Analysis of the seismic torsional deformation of Suqian Zhonghao International Plaza Hotel
Wang Zhaoning;Liu Weiqing;Wang Shuguang;Du Dongsheng;College of Civil Engineering;Nanjing University of Technology;
..............page:557-562
Study and application on buckling-restrained braces in podiums of Tianjin Modern City Hotel
Liu Can;Lu Daoyuan;Huang Liang;Ha Minqiang;East China Architectural Design & Research Institute Co.;Ltd.;Shanghai Sunyat Architecture Design Co.;Ltd.;
..............page:563-566
Application of buckling restraining brace in conjoined structure
Xuan Yongyong;Huang Lili;Tianhua Architecture Planning & Engineering Limited;Ningbo Polytechnic;
..............page:567-572
Structural design using energy dissipation devices for a hospital building structure
Zhang Yu;Yang Yanqi;Zhang Licheng;Yao Sicheng;Pan Peng;Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry;Department of Civil Engineering;Tsinghua University;China Urban Construction Design and Research Institute;Beijing Yishexu technology Co.;Ltd.;
..............page:573-576
Application of UBB in Taiyuan South Railway Station
He Yao;Chen Jinke;Sun Jiangbo;Xu Changyan;Pan Peng;Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry;Department of Civil Engineering;Tsinghua University;Beijing Urban Engineering Design & Research Institute Co.;Ltd.;Beijing Yishexu Technology Co.;Ltd.;
..............page:577-580
Application analysis of buckling-restrained brace in single-storey factory
Cheng Pengyan;Gao Xiangyu;Yin Xuejun;Beijing University of Technology;Qingdao Create Environment Control Technology Co.;Ltd.;
..............page:581-584
Design and analysis of teaching building energy dissipation
Su Guanxing;Li Shihong;Jiangsu Suke Construction Technology Co.;Ltd.;Jiangsu Research Institute of Building Science Co.;Ltd.;
..............page:585-589
Feasibility analysis on vertical isolation for high-rise buildings
Shen Zhenzhen;Suzhou Institute of Architecural Design Co.;Ltd.;
..............page:590-592
Experimental study on dynamic performance of a new viscous damping wall
Zhang Zhiqiang;Xia Dongping;Li Aiqun;Liu Kangan;Peng Fengbei;School of Civil Engineering;Southeast University;Southeast University;Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education;Nanjing DAMPER Science and Technology Engineering Co.;Ltd.;
..............page:593-598
Study on shaking table test of a multi-story cylindrical graphite dowel-socket structure
Kong Xiangxiong;Shi Tiehua;Cheng Shaoge;Sun Libin;Shi Li;Ni Zhensong;Institute of Earthquake Engineering;China Academy of Building Research;Institute of Nuclear and New Energy Technology;Tsinghua University;
..............page:599-602
Comparative analysis of designing internal force for super high-rise buildings under different performance objectives
Zhang Hang;Song Wenjing;Liang Zhiyuan;Xiao Jian;Wang Li;China Institute of Building Standard Design & Research;
..............page:603-605
Seismic vertical capacity analysis of the cone shaped column considering damage accumulation
Wu Min;Ren Qingying;Liu Wenting;China Architecture Design and Research Group;
..............page:606-609
Study on behavior of staggered floor structure by ABAQUS software
Chen Hui;Shanghai Kaichuang Science and Technology Development Co.;
..............page:610-613
Certain discussion of basement top slab as the fixed-end based on seismic code(2010) and high-level specification(2010)
Li Xianjie;Shi Qijian;Huang Xinglong;Liaochengshi Guihua Jianzhu shejiyuan Co.;Ltd.;
..............page:614-616
Two years review and summary of the Great East Japan Earthquake
Tang Wei;China Institute of Building Standard Design& Research;
..............page:617-623
Present state of engineering method of simulating seismic time history
Dou Yubin;Lin Yongxing;Tianjin University Research Institute of Architectural Design;
..............page:624-626
Application of high strength concrete in shear wall structure
Ma Yuhu;Zhu Bingyin;China Architecture Design & Research Group;
..............page:627-632
Some issues’ discussion on the coupling beam of shear wall
Ding Yongjun;Fu Chunbing;Tianjin University Research Institute of Architecture Design and Urban Planning;School of Civil Engineering;Tianjin University;
..............page:633-636
Analysis on the mechanical properties of dual binding beams
Ding Yongjun;Li Duan;Tianjin University Research Institute of Architecture Design and Urban Planning;School of Civil Engineering;Tianjin University;
..............page:637-639
Calculating method and seismic performance analysis of multiple wall-beams
Jiao Ke;Zhao Yunlong;Wu Wenyong;The Institute of Architecture Design & Research of Guangdong Province;
..............page:640-642
Discussion on amplification factor for beam stiffness
Zhu Wei;Huang Yiping;Qin Jingwei;Shanghai Branch;China Academy of Building Research;
..............page:643-648
Experimental study on mechanical behavior of RC beam with compression reinforcement using overlapping hoops
Lin Feng;Zhang Zhi;Wei Heng;Department of Building Engineering;Tongji University;
..............page:649-652
Finite element analysis and study of the temperature field of confined concrete beams
Gao Zhixin;Xie Fudi;Liu Dongdong;Li Guohua;Beijing Engineering Research Center of Monitoring for Construction Safety;Beijing University of Civil Engineering and Architecture;
..............page:653-657
Analysis of temperature effect and technique measures on LASA Stadium
Tian Ruijun;China Aerospace Construction Group Co.;Ltd.;
..............page:658-661
Influence of temperature difference effect on super long multi-layer structure
Miao Liuhua;Guo Rui;Xia Guanghong;Zou Wenbao;Yan Ping;CCDI GROUP;
..............page:662-665
Analysis and engineering practice of temperature variation and shrinkage effects on super-long concrete structures
Zhou Jian;Liu Yang;Miao Aimei;Liu Yu;Shannxi Architectural Design and Research Institute Co.;Ltd.;Ningxia Qinglong Pipes Industry Co.;Ltd.;
..............page:666-668
Analysis and control of thermal effect in a long reinforced concrete wall without expansion joints
Zhou Wei;School of Civil Engineering;Harbin Institute of Technology;
..............page:669-671
The analysis of temperature effect of opening annular plane structure
Jing Hui;Jin Laijian;Xie Jun;Wang Degang;China Aviation Planning and Construction Development Co.;Ltd.;
..............page:672-676
Nonlinear FE analysis on in-plane load-bearing behavior of the new-type precast fabricated concrete diaphragms
Wu Chuanchuan;Zhu Xiaojun;Liang Shuting;Pang Rui;Liu Jie;Suzhou Institute of Architectural Design Co.;Ltd.;Architectural Design & Research Institute of Southeast University;School of Civil Engineering;Southeast University;College of Civil Engineering and Architecture;Henan University of Technology;
..............page:677-680
Study of economic thickness of one-way slabs of reinforced concrete
Zhang Wangxi;Zhang Zai;College of Civil Engineering;Hunan University;
..............page:681-683
qian tan xian jiao hun ning tu kong xin lou gai de jie gou she ji
ou xiao zhong ;
..............page:684-686
Study on orthotropy of circle tubular hollow slab
Liu Jie;Zhu Qiang;Liang Shuting;Zhu Xiaojun;School of Civil Engineering;Southeast University;Jiangsu Provincial Architectural D&R Institute Ltd.;Architects & Engineers.;Ltd of Southeast University;
..............page:687-691
FEM based analysis and design for irregular reinforced concrete slab
Lin Hai;Dou Yubin;ARUP;Tianjin University Research Institute of Architectural Design;
..............page:692-696
Prevention measures of floor cracks for reinforced concrete
Lin Xiao;Guiyang Aluminum Magnesium Design & Research Institute Co.;Ltd.;
..............page:697-699
Analysis and design examples of the acceleration of floor vertical vibration in cantilever structure
Xu Pinghui;Liu Yonggui;Guangzhou Design Institute;Shenzhen HeungKong Holding Co.;Ltd.;
..............page:700-704
Analysis of engineer factors affecting pedestrian comfort degree of over-bridge in commercial projects
Shi Luye;Wanda Commercial Planning & Research Institute Co.;Ltd.;
..............page:705-707
Application of CRB600H in the slabs
Yu Qiubo;Xie Lili;Liu Lixin;Jiang Hui;Zhengzhou University Multi-functional Design and Research Academy;
..............page:708-711
jian li qiang lie feng de zong he fen xi
liu cheng hua ;
..............page:712-714
Analysis of the cracks and causes in Shamen aqueduct and three-dimensional finite element model
Lin Linmin;Chen Wen;Han Feng;China United Engineering Corporation;Zhejiang Design Institute of Water Conservancy & Hydro-Electric Power;
..............page:715-717
Research on reasonable value of equivalent live load for fire engine on the main beam
Zhang Jinhai;Ding Yongjun;Wang Xiang’an;Jia Li;Wang Heng;Tianjin University Research Institute of Architectural Design & Urban Planning;
..............page:718-720
Compression and shear experimental study of concrete thermal moka block grout structure
Wang Xin;Jiang Xiaohong;Shanghai Municipal Housing Design Institue Co.;Ltd.;
..............page:721-725
Development of uniaxial cyclic constitutive model for concrete based on Chinese concrete code
Li Zheng;Zhu Bingyin;China Architecture Design & Research Group;
..............page:726-730
Test of one storey hybrid structure with concrete frame and timber floor under lateral load
Li Shuo;China Architecture Design & Research Group;
..............page:731-735
Several problem analysis about plane drawing method standard atlas
Li Yong;Ma Yuguang;Hebei N. Green Architectural Design Ltd.;
..............page:736-737
Simulation analysis on an elevator counterweight falling
Ma Chenjie;Bai Jianyong;Huasen Architecture & Engineering Design Consultants Ltd.;
..............page:738-741
Reconstruction project of National library phaseⅠ
Xu Shan;Li Ji;Liu Huijun;China Architecture Design & Research Group;
..............page:742-745
Structural design on North Coach Station reconstruction project in Suzhou
Bian Kejian;Ye Yongyi;Suzhou Institute of Architectural Design Co.;Ltd.;
..............page:746-749
Reforming and reinforcement design of Changjing Great Hall of People
Tang Rongguang;Yao Yidan;Institute of Architecture Design and Planning Co.;Ltd.;Nanjing University;
..............page:750-752
Strengthening design of the preserving building
Zhang Ying;Wen Yuan;Hu Yuhai;Dalian Architectural Design & Research Institute Co.;Ltd.;
..............page:753-755
Addition of basement: An example of reconstructing and strengthening design
Lang Ting;Zhou Fenjuan;Zhou Xiaoyue;Qiu Tao;Architectural and Planning Design & Research Institute Co.;Ltd of Zhejiang University of Technology;
..............page:756-759
Cost optimization of consolidate design of a commercial complex building
Yang Wei;Wen Shanping;South Project Management Centre of DaLian Wan Da Commercial Real Estate Co.;Ltd.;
..............page:760-762
Test and identification of existing architectural structure with changing the functions
Gu Weijian;Feng Li;Wang Jing;Qian Xiaohua;Zhou Shuling;Liu Ke;Li Chong;Beijing Canbao Institute of Architecture Design;Beijing University of Civil Engineering and Architecture;Beijing 1st Construction Engineering Quality Testing Co.;Ltd.;
..............page:763-767
Seismic reinforcement and heightening design of a masonry structure building
Sun Lichun;Wang Bin;Zheng Hao;Zhengzhou Architectural Design Indtitute;
..............page:768-770
Anti-seismic reinforcement design for a secondary school building’s brick-concrete in Beijing
Feng Zhe;Zhang Hongyin;Liu Songhua;Radio;Film and Television Desing and Research Institue;China Architecture Design & Research Group;
..............page:771-774
Anti-seismic appraisal and strengthening suggestions for a middle school comprehensive building
Liu Chuanning;Fang Lin;Jin Guofang;China Architecture Design & Research Group;Research Institute of Structural Engineering and Disaster Reduction;
..............page:775-777
Strengthening and retrofit design of Murata industrial plant
Yang Meng;Qu Lianbo;Beijing Architectural & Engineering Design Co.;Ltd.;
..............page:778-781
Elasto-plastic analysis heightening reformed tall building structure
Jiang Yuquan;Chen Peixia;Shandong Urban Construction Design Institute;Shandong Jianzhu University;
..............page:782-786
Discussion on application of thick plate transition across metro tunnel in the Shenzhen Children’s Hospital Extension Project
Wang Jian;Yin Shengwen;Zhu Jianqun;Chen Jian;Shenzhen General Institute of Architectural Design and Research Co.;Ltd.;
..............page:787-790
Application of stiffness theory in the structural reinforcement design
Guang Jun;Zibo Urban Planning Design Institute;
..............page:791-794
Technology analysis of the ancient pagodas translocation
Zhao Canqiang;Bian Zhihui;Fu Sujuan;Cui Shaohua;Hebei Building Research Technology Co.;Ltd.;Heibei Academy of Building Research;School of Civil Engineering;Tianjin University;
..............page:795-798
Engineering applications of the exterior prestress strengthening method of unbonded steel cable
Xiang Jianfeng;Chen Wei;Zhejiang Jianfeng Reinforcement Engineering Co.;Ltd.;
..............page:799-802
Incline-rectifying a office building of reinforced concrete frame structure using the life-up method one by one point
Liu Lixin;Sang Dayong;Zhengzhou University Multi-functional Design and Research Academy;Zhengzhou Changjian Limited Company of Engineering Technology Development;
..............page:803-805
An analytical approach on the load carrying capacities of FRP-strengthened timber columns using the lateral strains
Yuan Shucheng;Liang Wei;Wang Qingyuan;Zhu Yanmei;Energy Safety Engineering and Disasters Mechanics Key Laboratory of Education of Ministy;
..............page:806-810
Discussion on structure test technical points for heritage building of timber structure
Liu Jia;Shen Kechang;Yu Lei;Gao Wei;Gao Xiaowang;Beijing Sanmao Test & Appraisal of Construction Engineering Co.;Ltd.;
..............page:811-814
Integration of parametric design and optimization in preliminary design
Carl You;Cao Qian;Wang Yang;ARUP Shenzhen Branch;
..............page:815-819
hui yi xie ban dan wei jie shao
..............page:815-816
hui yi zhi chi dan wei jie shao
..............page:817
hui yi can zhan dan wei ( bu fen ) jie shao
..............page:818-821
Design reusing for structure designing
Gao Zuoren;Gan Gang;Yin Nong;Wu Jie;Zeng Huiming;The Architectural Design & Research Inst. of Zhejiang Univ.;
..............page:820-824
Research and implement of the structure design process based on BIM
Wu Wenyong;Jiao Ke;Tong Huibo;Wu Licai;The Institute of Architecture Design & Research of Guangdong Province;
..............page:825-828
Structural design of a multi-storey residence based on BIM
Hao Guolong;China Architecture Design & Research Group;
..............page:829-831
Application of MIDAS Gen in advanced analysis of building structure
Hou Xiaowu;Gao Dezhi;Zhao Ji;MIDAS Information Technology Co.;Ltd.;
..............page:832-835
Principles of static elastic-plasticity analysis and implementation in MIDAS Building
Zhao Ji;Gao Dezhi;Hou Xiaowu;MIDAS Information Technology Co.;Ltd.;
..............page:836-841
Technology of shock absorption and isolation apply to midas Gen
Gao Dezhi;Rong Meng;Zhao Ji;MIDAS Information Technology Co.;Ltd.;
..............page:842-845
Application of SAP2000 API and. NET technology in the rapid modeling of equipment foundation
Zhou Jinzheng;Lin Limin;Zhang Jubiao;China United Engineering Corporation;Fuzhou Vanke Real Estate Co.;Ltd.;
..............page:846-849
Calculation of additional damping ratio for structures with energy dissipation devices by SAP2000 OAPI
Wan Jinguo;Ge Dongdong;Li Wenfeng;Miao Qisong;Beijing Institute of Architectural Design Co.;Ltd.;Department of Civil Engineering;Tsinghua University;
..............page:850-853
Application of Perform-3D in dynamic nonlinear analysis for a high-rise building beyond code limits
Li Hao;AECOM;
..............page:854-858
Direct second-order analysis method for spatial structure and its achievement in SAP2000 program
Zhou Bin;Wang Qiwen;Yang Wanghua;Shenzhen General Institute of Architectural Design & Research Co.;Ltd.;
..............page:859-862
Compared to different piled raft foundation design methods of Sandi·Federal building
Zheng Yu;Meng Xia;Architectural Design and Research Institute of Tsinghuau University Co.;Ltd.;
..............page:863-867
Pile foundation optimize design of Henan Development Plaza
Zhang Ying;Wen Yuan;Ma Li;Dalian Architectural Design & Research Institute Co.;Ltd.;
..............page:868-871
Discussion on vertical bearing capacity of building pile foundation under fortification or severer earthquakes
Gu Jinqiang;ARUP Shenzhen Branch;
..............page:872-875
Destructive mechanism of precast concrete piles under the impact loads
Zhang Yanan;Feng Chun;Li Shihai;Beijing Architectural and Engineering Design Co.;Ltd.;Institute of Mechanics;Chinese Academy of Sciences;
..............page:876-881
Foundation design and settlement control of a large underground and high-rise building
Han Ling;Li Weiqiang;Xu Bin;Niu Meichen;Beijing Institute of Architectural Design;
..............page:882-885
Design of the base plate of Police & Procuratorates Center of Wuzhong District in Suzhou City
Zhai Yongwei;Suzhou Institute of Architectural Design Co.;Ltd.;
..............page:886-889
Anti-floating scheme optimization of underground garage of Block-G of Xuzhou high-speed rail
Xu Hao;Pei Hongzhi;Ding Shanlin;Technology Management Department of Huaihai Real estate enterprise department of Greenland Group;
..............page:890-892
Application of compound construction of bottom-up and top-down with large opening method in large deep foundation pit
Wu Changjiang;Shanghai Institute of Architectural Design and Research Co.;Ltd.;Department of Underground Structure Engineering;Tongji University;
..............page:893-897
Reinforcement and renovation of an existing pit adjacent to a new subway pit
Tang Xiangyu;Qiu Zhibin;Suzhou Institute of Architectural Design Co.;Ltd.;
..............page:898-901
Design of anti-floating anchor for large basement under complicated condition
He Tao;Yan Lijun;Liu Jun;Hong Kong Hua Yi Designing Consultants Ltd.;
..............page:902-905
Discussion on the design of anti-float anchor( cable) in soft soil geological condition
Zhu Zhifeng;CCDI GROUP;
..............page:906-909
Calculation and the results of comparative analysis of the basement bottom plate anti-floating anchor
Liao Xiaoxiong;AECOM Architectural Design Co.;Ltd.;
..............page:910-912
Numerical simulation research on foundation deformation of CFG pile composite on high-speed railway
Liu Yong;Suzhou Institute of Architectural Design Co.;Ltd.;
..............page:913-916
Design and application of CFG pile composite foundation in a high-rise building in Tangshan
Wang Jiandong;Wu Zhen;Tao Yongjun;Wang Shilin;Architectural Design Institute of Hebei Province Shanghai Branch;Shanghai Haitian Architectural Design Co.;Ltd.;
..............page:917-920
Application of dynamic compaction replacement composite foundation in the reclamation site
Wen Yuan;Zhang Ying;Dalian Architectural Design & Research Institute Co.;Ltd.;
..............page:921-924
wu han lv di xin du hui xiang mu d di kuai bie shu fu he di ji ji chu yun yong fen xi
fan jun jian ; sheng hua ;
..............page:925-927
gui yang yi dun gong guan xiang mu ji chu xuan yong yu di ji chu li yan jiu
wang yong jin ; tang ren yun ;
..............page:928-931
Foundation design on air-raid shelter of a project
Liu Changjun;Meng Fanci;Shandong Urban Construction Design Institute;
..............page:932-934
Special application for the load-reduction platformed counterfort retaining wall
Peng Lei;Ren Changqing;Wu Yidong;China United Engineering Corporation;Shanghai Geotechnical Investigations & Design Institute;
..............page:935-937
Study on reinforcement schemes of soft soil foundation in new tunnel’s construction
Zhao Lezhi;Qiao Lei;Qiao Ning;Beijing General Municipal Engineering Design & Research Institute;Urban Construction Design & Research Institute;Yanjian Group Sixth Construction and Installation Branch Company;
..............page:938-941
wei que ding hua mian bian po po huai xing mo xing shi yan fang fa
zheng zuo yan ;
..............page:942-947
Application of wind tunnel test on building aerodynamic optimization for a super high-rise building
Zhao Jianguang;Lin Hai;To Alex;Wang Yang;ARUP;Shenzhen Branch;Ove Arup & Partners Hong Kong Ltd.;
..............page:948-953
Inverse analysis of wind loads on tall-buildings
Yang Wanghua;Li Qiusheng;Wang Qiwen;Zhou bin;Shenzhen General Institute of Architectural Design and Research Co.;Ltd.;Key Laboratory of Building Safety and Energy Efficiency of Hunan University;City University of Hong Kong;
..............page:954-959
The human comfort performance assessment of super tall buildings under wind load based on the reliability index
Yu Tianyi;Zhao Xin;Department of Building Engineering;Tongji University;Tongji Architectural Design Co.;Ltd.;
..............page:960-963
Analysis on the load code for the design of building structures’ modification of wind load
Li Xuechen;Zuo Zhongjie;Zhang Huadong;Zhai Chuanming;C + E Center for Engineering Research Test and Appraisal;
..............page:964-967
Introduction and design example to wind loads calculation methods of ASCE 7-05
Jiang Lu;Suzhou Institute of Architectural Design Co.;Ltd.;
..............page:968-971
Recommendations for the steady-state numerical simulation of surface pressures on large-span roof
Wang Jingye;Zhang Haijun;Wu Yaohua;CHINA JINGYE Engineering Corporation Limited;
..............page:972-976
The study and application of the wind tunnel test of Tianjin Haihe Education Park Sports Center
Bi Lei;Liu Songhua;Ren Zhibin;Xu Qing;He Ximing;Qiu Zhi;Wu Di;China Architecture Design & Research Group;Space Structures Research Center of Harbin Institute of Technology;
..............page:977-981
Discussion on the value of wind loadings of light-weight steel structures during construction process
Guo Changjiang;Xu Zhi;China Xinxing Construction & Development General Co.;School of Civil Engineering;Beijing Jiaotong University;
..............page:982-984
Performance analysis and design of built in advance tube of super tall building
Zhu Chuanhai;Fang Shuo;Zhao Xin;Ding Kun;Greenland Group Co.;Ltd.;Department of Building Engineering;Tongji University;Tongji Architectural Design Co.;Ltd.;
..............page:985-990
Study on construction simulation of building structure considering inelastic deformation
Fang Shuo;Zhao Xin;Yu Bingquan;Wu Xiaoping;Department of Building Engineering;Tongji University;Tongji Architectural Design Co.;Ltd.;Shanghai Construction Group General Co.;
..............page:991-994
Time-varying and coupling effect of super high-rise structures
Yu Bingquan;Zhao Xin;Department of Building Engineering;Tongji University;Tongji Architectural Design Co.;
..............page:995-999
Coupling effect analysis of time-varying action for super tall building structures
Zhang Jianbo;Yan Congzhi;Yu Bingquan;Zhao Xin;Zhenro Royal Garden Development Company;Co.;Ltd.;Department of Building Engineering;Tongji University;Tongji Architectural Design Co.;
..............page:1000-1003
A virtual load method for construction sequence simulation of building structures
Dong Peiwei;Zhao Xin;Department of Building Engineering;Tongji University;Tongji Architectural Design Co.;Ltd.;
..............page:1004-1007
Influence of construction sequence on structural seismic performance
Liu Pei;Dong Peiwei;Zhao Xin;Tongji Architectural Design Co.;Ltd.;Department of Building Engineering;Tongji University;
..............page:1008-1011
Construction of hydraulic synchronizing integral lifting in high steel sky-bridge at Ningbo Liansheng
Wang Yanchao;Xu Yongbin;He Hongwei;Jing Ting;Zhejiang Hangxiao Group Steel Structure Co.;Ltd.;
..............page:1012-1016
Installation technique of the spatial steel tube structure of an Exhibition Center in Shanghai
Liu Chongyang;Wang Yanchao;Zhao Long;Zhou Jia;Zhejiang Hangxiao Group Steel Structure Co.;Ltd.;
..............page:1017-1021
ke la ma yi qu yu shu zi wang luo kong zhi zhong xin gang jie gou gong cheng shi gong guan jian ji shu
lang wen yong ;
..............page:1022-1026
Construction process simulation analysis on tension membrane structures
Qiao Lei;Zhao Lezhi;Qiao Ning;Li Bo;Urban Construction Design & Research Institute;Beijing General Municipal Engineering Design & Research Institute;Yanjian Group Sixth Construction and Installation Branch Company;China Enfi Engineering Corporation;
..............page:1027-1030
100m chang chi gui gai zao chang fang p lie tuo liang ba zhu shi gong ji shu zong jie
lin jia jie ; qi xiao tong ;
..............page:1031-1032
mou gang jie gou men ting gang zhu ding sheng fu wei ji shu
li xiao jie ; fu su juan ;
..............page:1033-1035
Sensitivity analysis on length diversification of the four ropes for flexible hoisting method
Chen Haizhou;Wang Yuling;Han Miaobin;Wang Guiling;Zhang Qilin;China Construction Eighth Engineering Division Co.;Ltd.;College of Civil Engineering;Tongji University;
..............page:1036-1038
Construction of the deep excavation beside subway in downtown
Huang Yunheng;Shanghai Apong Realty & Investment Corp.;
..............page:1039-1042
Supporting beam and replacing column construction monitoring of Yitian Holiday Plaza
Zeng Qiao;Yang Liang;Yang Mian;Ding Yong;Xiao Chunhua;Li Hongmei;Gu Lei;Shenzhen Graduate School;Harbin Institute of Technology;Baosteel Engineering & Construction Co.;Ltd.;Shenzhen Yitian Real Estate Group Co.;Ltd.;
..............page:1043-1047
38 years of seismic design of buildings in Xi’an
Hu Delu;Shaanxi Architectural Design and Research Institute;
..............page:1048-1050
Investigation and analysis of building damage in Yushu city caused by earthquake
Zheng Jianjun;Liao Yongshi;Du Lei;Niu jinliang;Gansu Science Research Institute of Civil Engineering;School of Civil Emgineering;Lanzhou University of Technology;
..............page:1051-1054
Consideration and discussion of the seismic design of teaching building in primary middle schools
Chen Shouzhang;Song Zhongfa;Planning and Architectural Design Research Institute in Heze;
..............page:1055-1057
Introduction on performance-based seismic design of Chengdu Yintai Center Hotel Tower
Yi Yong;Zhang Shulu;Chen Feng;Zhang Zhijun;Song Taowei;Liu Xiang;Luo Xiaofeng;Zhou Jia;Wang Liwei;China Southwest Architectural Design & Research Institute Co.;Ltd.;
..............page:1058-1065
Seismic design of Foshan Fangta
Lei Lei;Zhao Songlin;Zhou Ding;Lei Qiang;Huang Xiangyun;Guangzhou Design Institute;ARUP Shenzhen Branch;Guangzhou University;
..............page:1066-1072
Seismatic design on the structure of the Shanghai Oriental hospital
Mi Jianguo;Shanghai Institution of Architecture Design & Research Group;
..............page:1073-1077
Seismic design of Taizhou Today Sunshine Office Building
Huang Hua;China Shipbuilding NDRI Engineering Co.;Ltd.;
..............page:1078-1080
Seismic performance design of an extra-high structure
Sun Yang;Xiong Feng;College of Architecture and Environment Sichuan University;
..............page:1081-1084
Discussing for seismic design of basement with multiple building
Xun Zhongqun;Guangdong Shantou Shengping Architectrural Design Institute;
..............page:1085-1088
Seismic design of Shifang cultural activities center
Zheng Hongwei;Yin Haipeng;Chen Yue;Guo Junjie;Wen Dengyi;China Architecture Design & Research Group;
..............page:1089-1091
Design of a multi-storey hotel
Bai Jianyong;Wang Weizhong;Xiang Bing;Gao Fei;Huasen Architectural & Engineering Designing Ltd.;
..............page:1092-1094
Seismic design of the Manor Hotel West
Kang Kai;Shanghai Institute of Architectural Design & Research Co.;Ltd.;
..............page:1095-1097
Seismic design for Lot 16 podium building of Jinan Qide International Financial Center
Yang Yang;Zhou Xueyan;Li Minhua;Zhao Chao;Chen Jiming;Shanghai Institute of Architectural Design & Research Co.;Ltd.;
..............page:1098-1101
Design and seismic behavior analysis of the 34-layer framed short-shear walls structure
Zhang Yuxin;Huang Qiuyu;Guangxi University;Nanning Institute of Architecture Design;
..............page:1102-1106
Seismic design of the citizen service center of Caofeidian
Gu Hui;Shanghai Institute of Architectural Design & Research Co.;Ltd.;
..............page:1107-1110
Seismic design of Beichuan Museum
Wang Chao;Tan Min;Wang Jing;China Architecture Design & Research Group;
..............page:1111-1113
Seismic design method and case analysis for underground station
Zhao Huaxin;Zhao Junjie;Tan Lihua;Beijing Urban Engineering Design & Research Institute Co.;Ltd.;
..............page:1114-1118
Seismic performance analysis on a “T”shaped long-span corridor structure
Zhang Jian;An Dongya;Shanghai Architectural Design and Research Institute Co.;Ltd.;Shanghai Xian Dai Architectural Design Co.;Ltd.;
..............page:1119-1123
Research on seismic behavior of RC frame of short-limb shear wall structure with special-shaped columns under different direction of horizontal seismic loading
Zhao Ping;Luo Zhengnan;School of Civil Engineering;Xi’an University of Architecture and Technology;
..............page:1124-1127
Study on seismic performance of special-shaped column composed of concrete-filled square steel tubes( SCFST) structure in Wenchuan
Wang Yawen;Chen Zhihua;Zhou Ting;Li Yanbo;Yu Jinghai;Wang Heng;School of Civil Engineering;Tianjin University;School of Architecture;Tianjin University;Tianjin University Research Institute of Architectural Design & Urban Planning;
..............page:1128-1132
Seismic performance analysis of different structure systems considering stair influence
Zhou Pinghuai;Yang Xuelin;Zhejiang Prov. Institute of Architectural Design and Research;
..............page:1133-1137
Comparison analysis of the earthquake-resistance performance of frames with different staircases
Li Jinjun;Yu Ningning;Ruan Yimeng;Dou Yubin;Architectural Design Research Institute of Tianjin University;School of Civil Engineering;Hebei University of Technology;
..............page:1138-1141
Buffer joints on the sides of slabs of the reinforced concrete shock-bearing stairs
Liu Yiwei;Tsinghua-Yuan Architectural Design Ltd.;
..............page:1142-1144
Comparison analysis on seismic character of reinforced concrete frame spatial joints
Liu Chunyang;Li Zhenbao;Gao Dengli;Shandong Jianzhu University;Beijing University of Technology;
..............page:1145-1147
Elastic-plastic time-history analysis of Northeast Media Culture Plaza building
Bi Sheng;Dai Dazhi;Institute of Architectural Design and Research;Harbin Institute of Technology;
..............page:1148-1151
Elastic-plastic seismic response analysis of steel frame-steel plate shear wall structure for an office building
Xing Chao;Liu Qin;Wang Qisheng;Liu Jinglei;Norendar International Ltd.;Tianjin University School of Civil Engineering;
..............page:1152-1155
Seismic analysis about elasto-plastic Pushover method based on performance-based of an out-of-code high-rise office Building
Jiang Bin;China Shipbuilding NDRI Engineering Co.;Ltd.;
..............page:1156-1160
Non-linear simulation of coupled shear wall with energy dissipation coupling beams
Li Donghan;He Zheng;Ou Jinping;Faculty of Infrastructure Engineering;Dalian University of Technology;School of Civil Engineering;Harbin Institute of Technology;
..............page:1161-1165
Elastic-plastic model transformation from ETABS to PERFORM-3D and its applications
Zhou Bin;Wang Qiwen;Yang Wanghua;Shenzhen General Institute of Architectural Design & Research Co.;Ltd.;
..............page:1166-1170
Development and application of plastic-damage model for concrete in elastic-plastic analysis of structures
Liu Kang;Lu Hailu;China State Construction Engineering Co. Ltd. Technical Center;
..............page:1171-1175
Research on the seismic reduction design of frame-core structure with the outrigger
Deng Zhongliang;Fan Zhong;Hu Chunyang;China Architectural Design & Research Group;
..............page:1176-1182
Seismic performance analysis of a high-rise shear wall building with lead shear dampers under the severe earthquake
Wang Weining;Yan Weiming;Yue Ji;Beijing Key Lab of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;
..............page:1183-1188
Study on vibration reduction technology of knee-brace type damping
Peng Lingyun;Chen Huating;Xue Tao;Beijing Laboratory of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;
..............page:1189-1194
Reinforced concrete structures cases adopting metal-yielding-type seismic energy dissipation technology on zones of high seismic precautionary intensity
Li Delin;Tang Junhua;Zhang Weiyu;Hou Shanmin;Nanjing Kingdom Architecture Design Co.;Ltd.;
..............page:1195-1199
Study on structure and structural control design of high-rise building in highly seismic region
Ji Xinqiang;Zhang Zhiqiang;Zheng Xueting;Nanjing Yangtze Urban Architectural Design Co.;Ltd.;College of Civil Engineering;Southeast University;
..............page:1200-1203
Application of energy dissipation technology in high intensity region school buildings
Gao Chunrong;Deng Wenyan;Tangshan City Planning and Architecture Design and Research Institute;Shanghai WEGO Building Structure Design Co.;Ltd.;
..............page:1204-1207
Seismic analysis on buckling-restrained braced steel frames infilled with masonry walls
Yang Yi;Ma Ning;Li Luyu;Ou Jinping;Faculty of Infrastructure Engineering;Dalian University of Technology;School of Civil Engineering;Harbin Institute of Technology;
..............page:1213-1217
Damping effect of new sliding base-isolated structure
Cao Xiaohui;Ma Hongyao;Liu Junsheng;Zhang Peng;Guo Lijuan;Shaanxi Building Research Institute;
..............page:1218-1222
Discussion on application of energy dissipation technology
Zang Dengke;He Lili;Yan Zhimiao;China Architecture Design & Research Group;Department of Military Civil Engineering;Logistic Engineering University;College of Civil Engineering;Chongqing University;
..............page:1223-1225
Effect of lateral-torsion coupling on seismic response of high-rise isolated structure under non-stationary stochastic seismic
Wang Ruidong;Zhou Chun;Shanghai Institute of Architectural Design and Research Co.;Ltd.;
..............page:1226-1229
Vibration test study on seismic isolation buildings of constraints sand cushion
Shi Shuzhong;Qian Guozhen;Liu Nong’er;Seismological Bureau of Zhejiang Province;Tianyuan Architectural Design and Research Institute of Hangzhou;Pinghu Science and Technology Bureau;
..............page:1230-1232
Yingxiu kindergarten base isolation structure design
Wu Yinlong;Beijing Urban Engineering Design & Research Institute Co.;Ltd.;
..............page:1233-1236
Analysis of combination limiting deformation to base isolation layer under near-field ground motion
Han Miao;Guo Fengming;Jiang Yue;School of Civil Engineering & Traffic Engineering;Beijing University of Civil Engineering & Architecture;
..............page:1237-1241
Analysis of dynamic response in one degree structure applied with SMA wire-laminated rubber combined bearings
Liu Haiqing;Li Dong;College of Civil and Architecture Engineering;Liaoning Technical University;
..............page:1242-1245
Seismic reliability analysis of frame structures
Yu Zhonghan;Gong Jinxin;Zhang Qin;Faculty of Infrastructure Engineering;Dalian University of Technology;
..............page:1246-1249
Optimum design and application of structure based on reliability and performance
Huang Shenjiang;Wang Fengyun;School of Civil and Hydraulic Engineering;Hefei University of Technology;
..............page:1250-1253
Research on structures’ reparability based on post-earthquake residual deformation
Hao Jianbing;Wu Gang;Wu Zhishen;Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education;Southeast University;
..............page:1254-1257
Based on site conditions of vertical ground motion characteristics research
Wang Fei;Wang Shuguang;Liu Weiqing;Du Dongsheng;Department of Civil Engineering;Nanjing University of technology;
..............page:1258-1262
Some problems need to be focused on the seismic and blast-resistance design of underground structural engineering
Gu Weijian;Feng Li;Wang Jing;Zhou Shuling;Zhang Ao;The 4thEngineering Design & Research Academy General Staff. PLA;Beijing University of Civil Engineering and Architecture;
..............page:1263-1268
Study on seismic shaking table test method of UHV substation equipments
Lu Zhicheng;Dai Zebing;Meng Xianzheng;Zhu Zhubing;China Electric Power Research Institute;
..............page:1269-1272
Dynamic characteristics and nonlinear seismic response analysis of large-scale LNG storage tanks
Xie Jian;Wang Weina;Li Bo;Department of Civil Engineering;Tianjin University;Key Laboratory of Coast Civil Structure Safety;Ministry of Education;Tianjin University;
..............page:1273-1277
Seismic reduction by anti-sloshing analysis on large-scale LNG storage tanks
Xie Jian;Liu Qing;Li Bo;Department of Civil Engineering;Tianjin University;Key Laboratory of Coast Civil Structure Safety;Ministry of Education;Tianjin University;
..............page:1278-1283
Structural design of a high-rise building with transfer story
Lü Peng;Xu Gang;Liu Hongliang;Guangzhou Design Institute;
..............page:1284-1289
tao jia zhai jiu gai xiang mu chao xian gao ceng she ji
xia jin cheng ; sun shi peng ; lu yu nian ;
..............page:1290-1297
Research on the scheme of a high-rise building with oblique transfer
Pang Tao;Cao Weiliang;Zhang Liangping;Chen Jianning;Peng Liangming;Huasen Architecture & Engineering Design Consultants Ltd.;
..............page:1298-1301
Sloping wall analysis of corewall on a super high-rise building in Shenzhen
Zhang Xiaobo;Cao Weiliang;Zhang Liangping;Hu Weirong;Peng Liangming;Huasen Architecture & Engineering Design Consultants Ltd.;
..............page:1302-1305
Study on the tall building partial fixing
Liu Jun;Xu Jinping;Yan Lijun;Zhang Hao;Hong Kong Hua Yi Design Consultants Ltd.;
..............page:1306-1308
Structural analysis and design of an industrial theme exhibition hall
Pan Hong;Li Hao;Western Institute of Seismic and Building Design;
..............page:1309-1312
Structural design on Tianshui Trade City Exhibition Center
Zou Hongling;Liao Yanhai;Ma Buzhen;Pu Jie;Zou Yuxuan;Tianshui Architectural Design Institute;
..............page:1313-1317
Steel structure design and research on International Exchange Center of Chinese petroleum equipment industry
Wu Yage;Lu Gang;Yu Wei;Shanghai Institute of Architectural Design & Research;
..............page:1318-1322
Structure design of automobile museum of Fish Mouth Motown in Chongqing
Wei Zhenfei;Xu Wenjie;Wang Zhenlong;Wang Zan;Liu Guoyou;China Institute of Building Standard Design and Research;
..............page:1323-1327
Structure design on Science and Technology Museum of Liaoning province
Zhou Yuqing;Xu Xiaoming;Shanghai Institute of Architectural Design & Research;
..............page:1328-1334
shang hai lin gang xin cheng huang guan jia ri jiu dian jie gou she ji
zhang shi chang ; xu xiao ming ; bao zuo ; huang zuo ; gu hui ;
..............page:1335-1337
Structural design on the library of Jiangsu Jianzhu Institute
Sun Hailin;Shi Lei;Liu Huijun;Li Qian;Huo Wenying;China Architecture Design and Research Institute;
..............page:1338-1342
Structure design on large-span connected structure of complex activities center in the Eastern City of Tongling City
Yang Bo;Wang Zhiming;Sun Xun;Architectural Design & Research Institute of Southeast University Co.;Ltd.;
..............page:1343-1346
Structure design on an office building
Zhao Yanqiu;Bao Yuming;Nanjing Military Area Architecture Design Institute;
..............page:1347-1349
Design of special-shaped column composed of concrete-filled square steel tubes( SCFST) structure in Wenchuan
Chen Zhihua;Chen Jun;Yan Xiangyu;Yu Yong;Yu Jinghai;Institute of Civil Engineering;Tianjin University;Tianjin University Research Institute of Architectural Design;
..............page:1350-1354
Discussion of the new prefabricate assembly integral frame structure technology
Zhang Jichao;Chen Jiefeng;XuYong;Wang Keyi;Zhuang Yuhai;School of Civil Engineering;Guangzhou University;
..............page:1355-1357
Research of seismic assessment and appraisement of existing buildings as well as strengthening measures in seismic region
He Jun;Su Hengqiang;He Jinchao;Xiang Zheng;Architectural Design and Research Institute of Guangdong Province;
..............page:1358-1361
Structure detection and seismic appraisal of Jianye building in Nanjing
Huang Zhicheng;Li Li;Fan Rong;Xia Changchun;Nanjing Architectural Design & Research Institute Limited Liability Company;Sinoma International Engineering Limited liability Company;
..............page:1362-1365
Discussing on overall seismic strengthening of a building in Xingtai
Zhao Qing;Yang Qijun;China International Engineering Design & Consult Co.;Ltd.;Beijing Construction International Consulting Co.;Ltd.;
..............page:1366-1369
Analysis of seismic response of a top strengthening and adding storey structures
Zhao Wuyun;Zheng Baolei;Shi Xiwang;Sichuan Engineering Technical College;Shandong Urban Construction Design Institute;Shanxi Engineering Vocational College;
..............page:1370-1373
Model test of a public building with energy-dissipation reinforcement
Li Zhongyu;Zheng Yun;Hui Yunling;Central Research Institute of Building and Construction Co. Ltd. MCC Group;
..............page:1374-1376
Seismic strengthening design with energy dissipation device for east teaching building of Handan 26th High School
Cai Wenzhang;Zhang Xiaoming;Poon Ki;Chen ChingShyang;Handan Architectural Design & Research Institute;Shanghai Xue Hui Anti-Earthquake Technology Consulting Co.;Ltd.;
..............page:1377-1382
Comparison of two strengthened methods of a three-floor frame structure
Huang Ruhui;Yang Tao;Tang Caoming;China Academy of Building Research;
..............page:1383-1385
Structural design of reinforcement and reconstruction for Nanjing XiaGuan Wharf Ship Hall
Fang Lixin;Lu Xin;Sun Xun;Architectural Design & Research Institute of Southeast University;
..............page:1386-1388
Reinforcement and rebuilding design of a grand hotel in Beijing
Feng Chen;Huo Wenying;Beijing University of Civil Engineering and Architecture;China Architecture Design and Research Group;
..............page:1389-1392
Strengthening design of a multi-story general plant in an industrial park
Zhao Binhua;Shanghai Architecture Design Institute of CSRDA;
..............page:1393-1396
Design and construction of seismic retrofitting of an existing building in Beijing
Liu Hao;Liu Hang;Yang Xuezhong;Guo Qinghua;Beijing Building Construction Research Institute;
..............page:1397-1401
Research on safety inspection of electric cable tunnel with masonry structure
Zhai Chuanming;Han Qinghua;Huo Jian;He Chuankai;Lu Yan;School of Civil Engineering;Tianjin University;C + E Center for Engineering Research Test and Appraisal;Key Laboratory of Coast Structure Safety Ministry of Education;Beijing Londian Hongtai Environment Technology Co.;Ltd.;
..............page:1402-1405
Case study on a reinforcement masonry structure
Jiang Lei;Gao Xiaoming;Zeng Demin;Han Miao;Beijing University of Civil Engineering and Architecture;China Institute of Building Standard Design and Research;
..............page:1406-1411
Research and application on seismic behaviors of a multistory brick building retrofitted with post-tensioned tendons
Hua Shaofeng;Liu Hang;Beijing Building Constructing Research Institute;Beijing University of Civil Engineering and Architecture;
..............page:1412-1416
Seismic appraisal of a masonry-concrete structure
Li Shuyong;Tao Shuizhong;Zhao Bo;Beijing No. 3 Construction Engineering Quality Test Department;Beijing Municipal Engineering Research Institute;
..............page:1417-1419
Experimental research on reinforced concrete T beams strengthened with prestressed CFRP strip
Zhuo Jing;Yang Hong;Chongqing Communications Research and Design Institute;Chongqing New Generation Building Science and Technology Co.;Ltd.;Chongqing Municipal Facilities Administration;
..............page:1420-1424
Experimental research and finite element analysis of damage concrete beams strengthened with BFRP sheets
Wang Hailiang;Chang Wei;Yang Xinlei;Ren Quanchang;Dong Peng;School of Civil Engineering;Tianjin Institute of Urban Construction;
..............page:1425-1428
Finite element analysis on lateral load resistance of steel frame with infilled ASA board
Fang Zhenggang;Hao Jiping;Shi Jiaojiao;Zhong Weihui;Power Transformer Engineering Research Institute;China Electric Power Research Institute;College of Civil Engineering;Xi’an University of Architecture & Technology;
..............page:1429-1432
Numerical analysis on end-plate connected replaceable shear links for eccentrically braced steel frames under cyclic loading
Liu Xiao;Zhao Chiyun;Beijing University of Civil Engineering and Architecture;Beijing University of Civil Engineering and Architecture;Beijing Higher Institution Engineering Research Center of Structural Engineering and New Materials;
..............page:1433-1436
Principle of mechanics of an inverted V-shaped vertical-load-free bracing for steel frames
Zhao Chiyun;Liu Yan;Yu Guanxiong;Wang Hongsen;Xing Shuai;Beijing University of Civil Engineering and Architecture;Beijing Higher Institution Engineering Research Center of Structural Engineering and New Materials;Beijing University of Civil Engineering and Architecture;
..............page:1437-1440
Comparison research between the profiled sheeting-concrete composite slabs and the light wood diaphragms in steel frame structure
Li Shuo;Li Xu;China Architecture Design & Research Group;Beijing Lizheng Software Co.;Ltd.;
..............page:1441-1443
Axial compression stability analysis of thin-walled tubular with hole
Zhang Jinrong;China Railway Fifth Survey and Design Institute Group Co.;Ltd.;
..............page:1444-1446
Analysis on load-carrying behavior of axial compression short column with gusset plate between double back-to-back C steel
Chen Ming;Bian Wei;Sun Fangfang;Sun Yang;Architectural and Civil Engineering Institute;Inner Mongolia Scientific and Technical University;
..............page:1447-1450
Experiment research on crack width control method using nominal tensile stress for prestressed high-strength RC beams
Ye Xianguo;Zhang Yimin;Chong Xun;Jiang Qing;Huang Xiaokun;Liu Gang;School of Civil Engineering;Hefei University of Technology;Anhui Provincial Civil Structural and Material Laboratory;Key Laboratory of Civil Engineering Safety and Durability of China Ministry of Education;Tsinghua University;China Academy of Building Research;
..............page:1451-1454
Numerical modeling analysis for pseudo-static experimental columns
Lu Yisi;Zhang Yaoting;Xu Maohua;Huazhong University of Science and Technology;School of Civil Engineering and Mechanics;China CTDI Engineering Corporation;
..............page:1455-1459
Test on precast lightweight concrete load-bearing walls under monotonic loading
Yang Xinlei;Wang Hailiang;Shang Jun;Dong Peng;School of Civil Engineering;Tianjin Institute of Urban Construction;
..............page:1460-1463
Experimental studies on lightweight concrete slab under monotonic loading
Yang Xinlei;Wang Hailiang;Shang Jun;Ren Quanchang;School of Civil Engineering;Tianjin Institute of Urban Construction;
..............page:1464-1466
Experimental research on mechanical properties of basalt fiber waterproof concrete
Wang Hailiang;Guo Haiyang;Yang Xinlei;Ren Quanchang;Dong Peng;School of Civil Engineering;Tianjin Institute of Urban Construction;
..............page:1467-1470
Development of novel self-monitoring retard-bonded smart prestressed steel strand
Lan Chunguang;Liu Hang;Beijing Building Constitute Research Institute;Beijing Jiaotong University;
..............page:1471-1474
Research of bond performance between bars and concrete after exposed to high temperature
Tang Ruirui;Xie Fudi;Liu Dongdong;Beijing Engineering Research Center of Monitoring for Construction Safety;Beijing University of Civil Engineering and Architecture;
..............page:1475-1478
Research on evaluation method for urban land aseismic suitability based on the logistic model
Yuan Yuan;Chen Xinmin;Yuan Zongpan;College of Transportation;Nanjing University of Technology;
..............page:1479-1482
Analysis of interaction between post grouting pile raft foundation and soil of a high-rise building
Kan Dunli;Sun Hongwei;Xu Bin;Beijing Institute of Architectural Design;
..............page:1483-1487
Computation of pile-soil stress ratio of rigid pile composition foundation under different side skin friction
Gu Yong;Tao Jinghui;Liang Shuting;Zhu Xiaojun;Department of Civil Engineering;Southeast University;Jiangsu Provincial Architectural D&R Institute Ltd.;Architects & Engineers.;Ltd of Southeast University;
..............page:1488-1492
Embedment depth influence on seismic performance of underground structure
Zhu Yandeng;Wu Yang;Guan Tianding;Earthquake Engineering Research & Test Center;Guangzhou University;
..............page:1493-1496
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