Shear lag effect in the new super high-rise spatial steel grid ‘tube in tube’ cassette structures
YU De-mian;MA Ke-jian;ZHANG Hua-gang;Space Structures Research Center;Guizhou University;

..............page:3-8+28

Form-finding of single-layer reticulated domes
TIAN Wei;DONG Shi-lin;ZHAO Yang;Architectural Design and Research Institute of Zhejiang University Co.;Ltd.;Space Structures Research Center;Zhejiang University;

..............page:9-14

Study on damage constitutive model used in the fine reticulated shell model
WANG Ning;XUE Su-duo;LI Xiong-yan;College of Civil and Architectural Engineering;Hebei United University;Key Lab of Urban Security and Disaster Engineering;MOE;Beijing University of Technology;Beijing Key Lab of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;

..............page:15-22+63

Dynamic response of single-layer reticulated shells under different points impact loading
WANG Xiu-li;MA Xiao-tong;LI Jun-jie;School of Civil Engineering;Lanzhou University of Technology;

..............page:23-28

Progressive collapse mechanism analysis of large-span double-layer latticed domes
HAN Qing-hua;WANG Chen-xu;XU Jie;School of Civil Engineering;Tianjin University;Key Laboratory of Coast Structure Safety;MOE;Tianjin University;

..............page:29-36

Effect of seismic responses of truss string structure with cooperative work of the base frame structure
WANG He-peng;XU Zhong-gen;CHEN Rong-yi;College of Civil Engineering;Guangzhou University;Guangzhou Administration Office of Major Public Construction Projects;

..............page:37-45

Cable pretension monitoring for the crescent-shaped cable-truss tensile canopy structure of Yueqing Stadium
XIA Ju-wei;ZHANG Yu-xin;DENG Hua;DONG Shi-lin;WU Si-cun;Space Structures Research Center;Zhejiang University;College of Civil Engineering;Shanghai Normal University;Development and Construction Administrative Committee of Yueqing Central District;

..............page:46-54+70

Simulation and monitoring for the unloading construction of the steel roof of the Tianjin Grand Theater
NIU Ben;CHEN Zhi-hua;KONG Cui-yan;School of Civil Engineering;Tianjin University;

..............page:55-63

Strength analysis and strengthening of the super-spanned steel bridge near Nanfei River in construction process
LI Cong;YI Zhong-lou;YANG Hua-song;ZHANG Xue-song;NIU Zhong-rong;School of Civil Engineering;Hefei University of Technology;Hefei Steel Structure Company of CTCE Group 4;

..............page:64-70

Study on out-of-plane stability of U-Section circular arch
XI Kuan-tang;LI Jin;FAN Jun-jian;School of Civil Engineering;Xi’an University of Architecture and Technology;Xi’an Engineering & Research Institute of Nonferrous Metals;

..............page:71-76+96

Roles of auxiliary members on buckling of support structures
MENG Xian-qiao;HUANG Mo-jia;Anhui Electric Power Design Institute of China Energy Engineering Group Co.;Ltd.;Institute of Engineering Mechanics;Nanchang University;

..............page:77-82+88

Static analysis of vertical logarithm period antenna under wind load
SONG Zong-feng;LIANG Han-xin;CHEN Jian-jun;GUO Wei;WANG Zuo-xiang;China Research Institute of Radio Wave Propagation;School of Electromechanical Engineering;Xidian University;

..............page:83-88

Analysis of a retractable roof subjected to critical member failure using VFIFE method
LUO Yao-zhi;ZHANG Peng-fei;JIANG Tao;Space Structures Research Center;Zhejiang University;Zhejiang Provincial Key Laboratory of Space Structures;

..............page:89-96

kong jian jie gou za zhi tou gao xu zhi

..............page:97