1002-848X
2013 Issue 2
..............page:36-40
Overturning collapse simulation of isolation structure under near-fault seismic motion considering potential pounding
Du Yongfeng1;2;Wang Xiaohu1;Zhu Xiang1
Du Yongfeng1;2;Wang Xiaohu1;Zhu Xiang1
..............page:56-59
..............page:1
Calculation of active earth pressure for finite soils based on the soil arching theory
Yang Minghui;Wang Luocheng;Zhao Minghua
Yang Minghui;Wang Luocheng;Zhao Minghua
..............page:71-75,21
Seismic design on ultra-limit high-rise building for Zhongyu International Plaza
Yu Jinhua;Xiao Zhibin;Liu Zhonghua;Gan Gang
Yu Jinhua;Xiao Zhibin;Liu Zhonghua;Gan Gang
..............page:7-11
Analysis of influence factors on the plastic hinge position at the end of the cellular steel frame structures
Jia Lianguang;Qi Zheng;Zhang Yueguo
Jia Lianguang;Qi Zheng;Zhang Yueguo
..............page:95-100
Comparative study on simulation methods of steel bar in fiber beam element model
Ge Dongdong1;2;Wan Jinguo1;2;Pan Peng1;Li Wenfeng2;Miao Qisong2
Ge Dongdong1;2;Wan Jinguo1;2;Pan Peng1;Li Wenfeng2;Miao Qisong2
..............page:60-62
Steel structure design and analysis on roof of China Pavilion at the World Expo 2010 Shanghai
Xu Mingxin;Chen Fuxi;Zhou Yuezhou;Zhou Hanxiang
Xu Mingxin;Chen Fuxi;Zhou Yuezhou;Zhou Hanxiang
..............page:1-6
Application of dynamic compaction and CFG pile composite foundation in the treatment of thick backfill
Zheng Yu1;Wang Tianyong2;Yang Zheng1;Jin Canguo1; Wang Jianhua1;Zhang Xiangyong1;Dong Suqin3
Zheng Yu1;Wang Tianyong2;Yang Zheng1;Jin Canguo1; Wang Jianhua1;Zhang Xiangyong1;Dong Suqin3
..............page:79-82,27
Structural design on Steward Training Building of Air China
Liang Wei;Yang Wei;Wang Libo;Zhang Shitong
Liang Wei;Yang Wei;Wang Libo;Zhang Shitong
..............page:22-27
Slipping construction analysis on atrium lighting roof steel structure of a1 business area in Guiyang International Conference Center
Chen Zhixiang1;Wu Tingqian2
Chen Zhixiang1;Wu Tingqian2
..............page:51-55
..............page:70
Experimental study on cohesive property between retard-bonded prestressing steel strand and concrete
Wu Zhuanqin;Shang Renjie;Hong Guang;Xia Jingliang;Yin Zhiqiang
Wu Zhuanqin;Shang Renjie;Hong Guang;Xia Jingliang;Yin Zhiqiang
..............page:68-70
Design on a complex high rise building with a high-position and large-span connected structure
Wei Lijin;Cui Shimin;Shi Yansheng
Wei Lijin;Cui Shimin;Shi Yansheng
..............page:12-16
Research advances on mechanical properties of high strength structural steels
Ban Huiyong;Shi Gang;Shi Yongjiu;Wang Yuanqing
Ban Huiyong;Shi Gang;Shi Yongjiu;Wang Yuanqing
..............page:88-94,67
Application of dynamic adaptive genetic algorithm in the optimization design of pile-anchor retaining structures
Ding Min1;Zhang Yongxing1;2;Wang Hui3
Ding Min1;Zhang Yongxing1;2;Wang Hui3
..............page:83-87,55
Application of disc spring in the retractable roof of architectural structure
Deng Weiping;Yang Huzhen;Chen Guodong Co.;Ltd.;Shanghai 200233;China)
Deng Weiping;Yang Huzhen;Chen Guodong Co.;Ltd.;Shanghai 200233;China)
..............page:48-50,59
Structural design on Xiamen International Conference and Exhibition Center phase Ⅱ
Zhang Tongyi;Wang Liqun;Lai Yanfang;Zhao Shuang
Zhang Tongyi;Wang Liqun;Lai Yanfang;Zhao Shuang
..............page:33-35,32
Connecting structure design on Changsha Dongfang Furong Plaza
Fan Ting;Wang Fei;Kan Ming
Fan Ting;Wang Fei;Kan Ming
..............page:17-21
Design on precast assembled monolithic reinforced concrete frame-shear wall structure
Zheng Zhenpeng;Zheng Renguang;Li Feng
Zheng Zhenpeng;Zheng Renguang;Li Feng
..............page:28-32
Safety detection of cable truss support system in point-supporting curtain walls
Zuo Yongzhi1;Lu Qiaozhi2;Liu Yumin1;Huo Da2;Zheng Jingjie1
Zuo Yongzhi1;Lu Qiaozhi2;Liu Yumin1;Huo Da2;Zheng Jingjie1
..............page:45-47,100
Fragility analysis and assessment of large-span beam string-structures
Li Zhi′an1;He Jiangfei2;Gao Boqing3
Li Zhi′an1;He Jiangfei2;Gao Boqing3
..............page:41-44,6
Distinguishing criteria of two-way edge-supported slabs and column-supported slabs
Liu Hongbin1;Zhang Zhurui2;Liang Xingwen1
Liu Hongbin1;Zhang Zhurui2;Liang Xingwen1
..............page:63-67
Discussion on depth modification of artifical foundation bearing capacity
Wang Enyuan1;Wu Mai1;Yang Bin2
Wang Enyuan1;Wu Mai1;Yang Bin2
..............page:76-78