1006-6578
2013 Issue 3
..............page:1
Construction monitoring of the steel structure for Hangzhou East Railway Station Building
LUO Yao-zhi;LIU Dun;SHEN Yan-bin;JIN Li;DONG Shi-lin;Space Structures Research Center;Zhejiang University;
LUO Yao-zhi;LIU Dun;SHEN Yan-bin;JIN Li;DONG Shi-lin;Space Structures Research Center;Zhejiang University;
..............page:3-8+26
Study of influence factors on seismic spatial correlation effect for single-layer reticulated domes
LI Yu-gang;ZHI Xu-dong;FAN Feng;School of Civil Engineering;Harbin Institute of Technology;
LI Yu-gang;ZHI Xu-dong;FAN Feng;School of Civil Engineering;Harbin Institute of Technology;
..............page:9-13
Computation for the damping ratio about overall models of spatial structures based on modal energy
WANG Xiu-li;MIAO Feng;Institute of Spatial Structure;School of Civil Engineering;Lanzhou University of Technology;
WANG Xiu-li;MIAO Feng;Institute of Spatial Structure;School of Civil Engineering;Lanzhou University of Technology;
..............page:14-19
Research review of basic problems of progressive collapse
TU Bing-bing;ZHAO Dong;College of Civil Engineering;Xi’an University of Archiecture & Technology;
TU Bing-bing;ZHAO Dong;College of Civil Engineering;Xi’an University of Archiecture & Technology;
..............page:20-26
Some problems on bar replacement in reticulated structures
WANG Qiong;HUANG Li;DENG Hua;Space Structures Research Center;Zhejiang University;
WANG Qiong;HUANG Li;DENG Hua;Space Structures Research Center;Zhejiang University;
..............page:27-32
..............page:32
Nonlinear static analysis of space truss using vector mechanics of structure
NI Qiu-bin;DING Cong-chao;GAO Bo-qing;DUAN Yuan-feng;College of Civil Engineering and Architecture;Zhejiang University;Shaoxing City Construction Investment Group Co.;LTD;
NI Qiu-bin;DING Cong-chao;GAO Bo-qing;DUAN Yuan-feng;College of Civil Engineering and Architecture;Zhejiang University;Shaoxing City Construction Investment Group Co.;LTD;
..............page:33-38
Research of static and dynamic performance on double-cable truss string structure with load relieving function
LIU Guo-guang;WU Zhi-wei;Civil Aviation University of China;
LIU Guo-guang;WU Zhi-wei;Civil Aviation University of China;
..............page:39-44
General solution of arch string structures
Cheng Wan-nian;Zhejing Institute of Technology;
Cheng Wan-nian;Zhejing Institute of Technology;
..............page:45-48+38
Analysis of the ultimate strength of diamond bird-beak K-joints
YANG Ying-hua;YANG Zhi-juan;School of Civil Engineering;Xi’an University of Architecture and Technology;
YANG Ying-hua;YANG Zhi-juan;School of Civil Engineering;Xi’an University of Architecture and Technology;
..............page:49-54+61
Stiffness analysis of the joint suitable for partial double-layer reticulated shell integrally formed by post-tensioning
JI Ruo-peng;HAO Ji-ping;HE Cheng;College of Civil Engineering;Xi’an University of Architecture and Technology;China Academy of Building Research;
JI Ruo-peng;HAO Ji-ping;HE Cheng;College of Civil Engineering;Xi’an University of Architecture and Technology;China Academy of Building Research;
..............page:55-61
Application of a new double-arch-support structure in a long-span space structure
SUN Wen-bo;WANG Jian-wen;JIANG Jun-yi;Architectural Design and Research Institute;South China University of Technology;
SUN Wen-bo;WANG Jian-wen;JIANG Jun-yi;Architectural Design and Research Institute;South China University of Technology;
..............page:62-67+72
Preliminary design of the latticed shell structures for Hangzhou Yintai Shopping Square Lighting Hall
WANG Jiao-jiao;WANG Yuan-qing;WANG Meng;WANG Zhong-li;LI Guo-xing;Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry;Department of Civil Engineering;Tsinghua University;Zhuhai King General Engineering Co.;LTD;
WANG Jiao-jiao;WANG Yuan-qing;WANG Meng;WANG Zhong-li;LI Guo-xing;Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry;Department of Civil Engineering;Tsinghua University;Zhuhai King General Engineering Co.;LTD;
..............page:68-72
Long-span sing-layer lattice dome design of Kigali Convention Center in Rwanda
PEI Yong-zhong;LIN Tao;TANG Hong-jun;LI Jing;China Aviation Planning and Construction Development Co.;LTD;China Building Technique Group Co.;LTD;
PEI Yong-zhong;LIN Tao;TANG Hong-jun;LI Jing;China Aviation Planning and Construction Development Co.;LTD;China Building Technique Group Co.;LTD;
..............page:73-78
Research of vibration control of high-voltage transmission tower with a new piezoelectric friction damper
FAN Yu-jiang;WANG She-liang;SU Qiao-lei;YU Bin-shan;School of Civil Engineering;Xi’an University of Architecture and Technology;Northwest Design and Research Institute of China Municipal Engineering;
FAN Yu-jiang;WANG She-liang;SU Qiao-lei;YU Bin-shan;School of Civil Engineering;Xi’an University of Architecture and Technology;Northwest Design and Research Institute of China Municipal Engineering;
..............page:79-84+78
Analysis on mechanical behavior of pipelines undercrossing embankment
MOU Jian;CHEN Chong;YUAN Xing-fei;YANG Yan-hao;ZHOU Jian;China Petroleum Engineering Co.;LTD Southwest Company;Space Structures Research Center;Zhejiang University;College of Civil Engineering and Architecture;Zhejiang University;
MOU Jian;CHEN Chong;YUAN Xing-fei;YANG Yan-hao;ZHOU Jian;China Petroleum Engineering Co.;LTD Southwest Company;Space Structures Research Center;Zhejiang University;College of Civil Engineering and Architecture;Zhejiang University;
..............page:85-90
..............page:90
Spatial beam element model based on deformation analysis
ZHOU Qian-nan;GU Guan-dong;YUAN Xing-fei;QIAN Ruo-jun;Space Structures Research Center;Zhejiang University;College of Civil Engineering;Tongji University;
ZHOU Qian-nan;GU Guan-dong;YUAN Xing-fei;QIAN Ruo-jun;Space Structures Research Center;Zhejiang University;College of Civil Engineering;Tongji University;
..............page:91-96
..............page:97