Comparison of Chinese code and Eurocode9 in calculating the stability bearing capacity of high strength aluminum alloy beam-columns
ZHAI Ximei;SUN Lijuan;ZHAO Yuanzheng;Key Lab of Structures Dynamic Behavior and Control;Ministry of Education;School of Civil Engineering;Harbin Institute of Technology;China Shanghai Architectural Design and Research Institute;

..............page:1-8

Isolation research of friction pendulum bearings in K8 single-layer reticulated domes
KONG Dewen;FAN Feng;ZHI Xudong;Key Lab of Structures Dynamic Behavior and Control;Ministry of Education;School of Civil Engineering;Harbin Institute of Technology;

..............page:9-15

Moment modulation design method of reinforced concrete continuous beam with high-strength hot-rolled bar
LI Ling;WANG Ying;ZHENG Wenzhong;Key Lab of Structures Dynamic Behavior and Control;Ministry of Education;

..............page:16-20

Post-build concrete wing wall reinforce frame corner column seismic performance experimental
YANG Fan;ZHENG Wenzhong;WANG Ying;Key Lab of Structures Dynamic Behavior and Control;Ministry of Education;

..............page:21-25

Effect of graphene on mechanical properties and microstructure of cement paste
CAO Mingli;ZHANG Huixia;ZHANG Cong;School of Civil Engineering;Dalian University of Technology;

..............page:26-30

Experimental study on high strength recycled concrete-filled circular steel tube columns under repeated eccentric loading
CAO Wanlin;NIU Haicheng;ZHOU Zhongyi;DONG Hongying;College of Architecture and Civil Engineering;Beijing University of Technology;School of Civil Engineering;Henan Polytechnic University;

..............page:31-37

Numerical simulation for chloride transport of nonsaturated R.C at coastal zone
JIA Lizhe;ZHANG Yingzi;WANG Kaiyuan;DUAN Yiming;XU Tianxin;School of Civil Engineering;Harbin Institute of Technology;

..............page:38-44

Analysis on seismic performance of frame structure using non-probabilistic convex model
WANG Dongchao;XU Longjun;ZHANG Jinguo;XIE Lili;Department of Civil Engineering;Harbin Institute of Technology at Weihai;

..............page:45-49

Long-term nonlinear consolidation of soil around a shield tunnel with partially sealing linings under train loading
CAO Yi;JIANG Jun;XIE Kanghe;CHEN Weiyun;Hydrochina Huadong Engineering Corporation;Hydrochina Corporation;College of Civil Engineering and Architecture;Zhejiang University;Institute of Geotechnical Engineering;Nanjing Tech University;

..............page:50-56

Experimental investigation of the stress-strain response of carbonated concrete under repeated loading
XU Shanhua;LI Anbang;CUI Huanping;LIU Xiaowei;School of Civil Engineering;Xi’an University of Architecture and Technology;

..............page:57-63

Experimental research on theseismic behaviors of squat RC shear walls under offshore atmospheric environment
ZHENG Shansuo;QIN Qing;YANG Wei;GAN Chuanlei;ZHANG Yixin;DING Sha;School of Civil Engineering;Xi’an University of Architecture and Technology;

..............page:64-69

Experimental study on mechanical properties and impact toughness of steel for transmission line towers at low temperatures
WANG Yuanqing;LIAO Xiaowei;ZHANG Zifu;LIU Xiyue;XING Haijun;Key Laboratory of Civil Engineering Safety and Durability;Ministry of Education;China Electric Power Research Institute;

..............page:70-74

3-Dimensional large eddy simulation of circular cylinder at Re = 3 900
ZHAN Qingliang;ZHOU Zhiyong;GE Yaojun;State Key Laboratory for Disaster Reduction in Civil Engineering;

..............page:75-79

Shear capacity of UHPFRC beams with stirrups
XU Haibin;DENG Zongcai;Beijing Key Lab of Earthquake Engineering and Structural Retrofit;School of Civil Engineering;Henan Polytechnic University;

..............page:80-85

Experimental study on flexural behavior of recycled coarse aggregate concrete composite beams with closed-section steel deck
ZHANG Jianwei;LIU Fangfang;KAZOZA Emery;CAO Wanlin;Key Laboratory of Urban Security and Disaster Engineering;Ministry of Education;

..............page:86-92

Fire tests on restrained high strength Q460 steel columns
WANG Weiyong;GE Yong;College of Civil Engineering;Chongqing university;Key Laboratory of New Technology for Construction of Cities in Mountain Area;Ministry of Education;

..............page:93-97

Experimental on mechanical properties of overlying strata rock changed with the occurrence depth
LI Pengbo;WANG Jin’an;Civil and Environmental Engineering School;University of Science and Technology Beijing;State Key Laboratory of Coal Resources and Safe Mining;

..............page:98-101

Investigation andanalysis on adjacent buildings pounding damage in Lushan earthquake
YANG Yongqiang;DAI Junwu;GONG Maosheng;XIE Lili;Key Laboratory of Earthquake Engineering and Engineering Vibration;CEA;School of Civil Engineering;Harbin Institute of Technology;

..............page:102-105

Confinement mechanism and confining stress distribution of new grouting coupler for rebars splicing
ZHENG Yongfeng;GUO Zhengxing;CAO Jiang;School of Civil Engineering;Southeast University;

..............page:106-111

Bending bearing capacity calculation of the improved steel grouted connecting precast wall
WU Dongyue;LIANG Shuting;GUO Zhengxing;XIAO Quandong;School of Civil Engineering;Southeast University;

..............page:112-116

Time-dependent behavior of PC box girder bridges considering non-uniform shrinkage and creep
XIANG Yiqiang;HE Xiaoyang;Department of Civil Engineering;Zhejiang University;

..............page:117-122

An optimization solution of Rayleigh damping coefficients on arch bridges with closely-spaced natural frequencies subjected to seismic excitations
LEI Susu;GAO Yongtao;PAN Danguang;School of Civil and Environmental Engineering;University of Science and Technology Beijing;

..............page:123-128

ha er bin gong ye da xue xue bao di 47 juan zong mu ci

..............page:129-144

ha er bin gong ye da xue xue bao zheng gao jian ze

..............page:145