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Building Structure
1002-848X
2013 Issue 6
Investigation on stress increments of unbounded pre-stressed strands of cast-in-situ concrete hollow floor slabs
Liu Zhaoqing1;Qian Jiaru2;Xu Yan2
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page:82-85,76
Analysis on stressed skin diaphragm on torsion truss of Tianjin Grand Theater in Tianjin Cultural Center
Wang Xiaodun;Kong Cuiyan;Chen Zhihua;Niu Ben;Sun Tao
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page:10-13,91
Study on height-width ratio of high-rise isolated buildings
Qi Ai;Xu Xiang;Fan Hongwei
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page:50-53,44
Damage sensitivity analysis for main design parameters of SRC columns
Hu Yi1;2;Zheng Shansuo1;Tao Qinglin1;2
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page:72-76
Experimental study on timber beams flexural strengthened with bamboo plates
Li Xiangmin1;2 Co.;Ltd.;Shanghai 200032;China; 2 Shanghai Key Laboratory of New Technology Research on Engineering Structure;Shanghai 200032;China)
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page:95-98
huan ying ding yue jian zhu jie gou za zhi
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page:21
Seismic design of an ultra-limit high-rise building with high-transfer layer
Zhang Jutao;Kong Lingping
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page:40-44
Application and study on the rigid pile composite foundation for high-rise buildings under complicated geological conditions
Tao Jinghui1;2;Liang Shuting1;Jin Ruyuan2;Wu Chunliang2
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page:86-91
Structural analysis and design on the B tower building of Xinchangjiang(Yage) International Hotel in Jiangsu
Wang Haiming;Su Yunpeng;Han Hejun
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page:34-39
Experimental research and real-time monitoring on construction process of large span deformed steel truss
Miao Jijun1;2;Hou Xiaoyan1;Wang Dianwu1;Liu Yanchun1;Bai Xiaojun2 Group Corporation;Lanzhou 730050;China)
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page:22-27
Vertical members shortening and compensation analysis of super high-rise composite buildings
Zhang Panpan1;2;Zhao Xin3;Zheng Yimin3Co.;Ltd.;Shanghai 200092;China)
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page:45-49,27
Critical issues and software development research on model conversion from SAP2000to ABAQUS for complex high-rise structures
Zhang Yueqiang1;Jiao Chunjie1;Ding Jiemin1;2
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page:54-57
Structural design on super high-rise building of Yangzhou East International Hotel
Yuan Zhili
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page:28-33
Experimental study on flexural behaviors of prestressed steel-concrete composite box beams
Hu Shaowei;Hu Hanlin
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page:58-63,81
Model tests on the behavior of a single pile under vertical-horizontal load
Liang Fayun1;Liao Chencong1;Mao Lei2;Bai Wulong2
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page:92-94,98
Analysis on support joint of mega transition truss in new head quarters building of Central Bank in Kuwait
Luo Youxin1;Li Xiaorun1;Wu Changdong1;Chen Shuirong1;Luo Xinglong2;Sui Bingqiang2
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page:14-16,39
Research on the joint between concrete-filled steel tubular column and steel reinforced concrete beam of Futian Railway Station
Chen Yuanzhou
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page:77-81
Research on mechanical performance of channel steel encased concrete composite beams
Chen Zongping1;Zhang Xianggang1;Fan Jie1;Xue Jianyang2
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page:68-71
Experimental study on bending behaviors of prestressed steel concrete continuous composite beams with partial shear connection
Hu Shaowei;Gong Hongbo
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page:64-67,33
Design research on greenhouse roof structure of botanical garden in Erdos Dongsheng District
Ma Ming;Qian Jihong;Kong Hui;Zhu Limin;Song Tao
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page:5-9
Exploration on fatigue calculation of light or intermediate duty steel crane beam
Wu Yaohua1;He Wenhui2
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page:17-21
Finite element analysis on bearing behaviors of curved box-girders of Hefei Xinqiao International Airport Terminal
Wang Yuanqing1;Liu Liyuan1;3;Ding Dayi2;4;Shi Yongjiu1;Wan Haiying4
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page:1-4