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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
Structural Engineers
1005-0159
2016 Issue 2
Seismic and Foundation Design of the Overrun Grand Theatre of the Ancient Kingdom of Dian
WANG Jianfeng;CHEN Lu;LU Yan;Tongji Architectural Design Co.;Ltd.;
..............page:1-8
Steel Structural Roof Design with Large Span Saucer Spiral Pipe Truss
ZHAO Nan;HU Zhengping;LI Ting;Beijing Institute of Architectural Design;Sunlay Design Group;
..............page:9-14
Study on Design Optimization of a High Water Tower
GAO Zhanyang;SHI Xiaobin;LI Yiming;ZHANG Yuan;Beijing Shougang International Engineering Technology Co.;Ltd.;Beijing Guoketianchuang Architectural Design Institute;
..............page:15-21
Optimization and Solutions to the Coupling Beam Over-reinforcement Problem
SHAO Xizi;ZHANG Qisi;Beijing Institute of Architectural Design Co.;Ltd.;
..............page:22-28
Structural Analysis and Design Recommendations for Tube-in-tube Structures with a Low Height-width Ratio
MA Kai;TANG Shaoxue;Beijing Institute of Architectural Design;
..............page:29-33
The Improvement of Equivalent Linear Calculation Method of Mild Steel Damping System
RUAN Yonghui;LIU Fujun;LI Xiaowei;Tongji Architectural Design Co.Ltd.;
..............page:34-39
An Application Example of the Small Deflection Theory of the Elastic Thin Plates in Engineering Design
XU Hongtao;GUAN Feifei;ZHOU Shangwu;Zhengzhou University Multi-functional Design and Research Academy Co.;Ltd.;
..............page:40-45
Analysis on Failure Modes of the Pre-stressed Concrete Hollow Core Slab Strengthened with CFRP and Concrete Composite Layer
HU Kexu;ZHANG Maxiu;LIU Yiliang;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
..............page:46-52
In-plane Elastic Stability Performance of a New Cable-arch Structure
XU Chunli;Shanghai Baoye Group Co.;Ltd.;
..............page:53-59
Research on the Structure Behavior of Pavilion-type Brick Pagoda
DENG Zhixuan;LU Weidong;LIU Xingxing;ZHENG Wei;Institute of Modern Timber Structure;Nanjing Tech University;
..............page:60-63
Determination of Damage Parameter of ABAQUS CDP Model Based on Test Data
LI Weichen;HAN Xiaolei;CUI Jidong;Department of Civil Engineering;School of Civil Engineering and Transportation;South China University of Technology;
..............page:64-69
Collapse Cause Analysis of a Membrane Structure
LI Junli;CHEN Daozheng;Civil Engineering School;Hefei University of Technology;
..............page:70-74
The Comparative Study on Turbulence Integral Scale of Guanhe Bridge with SHM Field Measured Data
XIE Lian;ZHANG Wenmin;ZONG Zhouhong;T.Y.Lin International Engineering Consulting Co.;Ltd;Department of Civil Engineering;Southeast University;
..............page:75-83
Comparison of the Floor Live Load Between Chinese and Japanese Building Codes
GAO Ruofan;LI Jie;Department of Building Engineering;Tongji University;State Key Laboratory for Disaster Reduction in Civil Engineering;Tongji University;
..............page:84-91
Fuzzy Comprehensive Evaluation Method of Safety Evaluation for Existing Buildings
WANG Ying;CAI Legang;Shanghai Real Estate Science Research Institute;
..............page:92-98
Seismic Performance Evaluation of Reinforced Concrete Beam and Column Based on Strain
HU Xiaobin;YANG Yang;XIAO Wei;ZHANG Shen;School of Civil Engineering;Wuhan University;Central-South Architectural Design Institute Co.;Ltd.;
..............page:99-104
Cable-truss Roof Analysis Technology of Zaozhuang Stadium under Rare Earthquakes
LI Ruixiong;Shanghai Institute of Architectural Design and Research;
..............page:105-110
Study on the Bearing Capacity of a New Rubber Isolation Bearing
PEI Meng;LU Fei;ZHANG Fuyou;Department of Civil Engineering;Jincheng College;Nanjing University of Aeronautics and Astronautics;Key Laboratory of C & PC Structure;Ministry of Education;Southeast University;College of Civil Engineering;Hohai University;
..............page:111-117
Inelastic Time-history Analysis of a Long-span Steel Truss Structure
TANG Lichun;SHU Xingping;Steel Structure Institute of Civil Engineering College;Hunan University;
..............page:118-125
Application of Buckling Restrained Braces in a Typical Main Hall Building of a Thermal Power Plant
XING Guolei;WANG Yongfen;XUE Tao;State Nuclear Electric Power Planning;Design & Research Institute;
..............page:126-131
Seismic Behavior of Special Shaped Section Multi-cell CFST Mega-columns with Different Constructional Details
CAO Wanlin;CHEN Xiangjia;WU Haipeng;QIAO Qiyun;College of Architecture and Civil Engineering;Beijing University of Technology;
..............page:132-139
Experimental Study on Adhesion Interface Properties of the Drilled CFRP Reinforced Concrete
YI Zhengxiang;LI Ang;QIU Shuang;LIANG Huangbin;College of Civil Engineering;Tongji University;
..............page:140-145
Research on Critical Performance of Domestic Lead Rubber Bearings
LU Dan;LIU Wenguang;QIN Chuan;HE Wenfu;Department of Civil Engineering;Shanghai University;
..............page:146-151
Geotechnical Centrifuge Model Test Study on Deep and Large Foundation Pit Support Scheme
GU Dingyu;DING Huaimin;PENG Tao;Henan Xuhui Architecture Engineering Design Ltd.;
..............page:152-158
Application of 3D Laser Scanning Technology in the Foundation Design of Shimao Chasm Hotel
LU Daoyuan;HUANG Liang;TANG Bo;LU Dan;LI Chengming;East China Architectural Design & Institute Co.;Ltd.;
..............page:159-164
Design and Construction Technology for New Elevator Excavation Retrofit in the Basement of the Shanghai Delta Hospital
BAI Qinxin;ZHANG Shichang;Department of Building Engineering;Tongji University;Shanghai Institute of Architectural Design & Research Co.;Ltd.;
..............page:165-169
Study on Present Situation of Prefabricated Building Development in Shanghai
REN Hongmei;Construction Design Document Review Affairs Center of Pudong New Area;
..............page:170-175
State-of-the-art of Short-leg Shear Wall Structure Systems
LIU Lingfei;ZHOU Deyuan;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
..............page:176-184