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《Journal of Earthquake Engineering and Engineering Vibration》 2007-06
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Flexible connection design and test research in multi-tower high-rise building with corridor structure

HUANG Xiangyun1,2,DIAO Yunyun2,TAN Ping2,SHEN Chaoyong2(1.School of Civil Engineering,Xi'an University of Archiecture and Technology,Xi'an 710055,China;2.Earthquake EngineeringResearch &Test Center,Guangzhou University,Guangzhou 510405,China)  
The flexible connection for the structure with corridor is researched in the paper by calculation analysis and earthquake simulating shaking table test.Structural base shear,acceleration,floor drift,axial force of inclined web members of connective corridor are reduced,when the corridor adopts flexible connection.Certain energy dissipation is achieved.The structural earthquake resistance is developed.
【Fund】: 科技部重大基础研究前期研究专项项目:重大工程结构减震控制技术体系与决策基础研究(2004CCA03300);; 广州市科技攻关重大项目:工程结构隔震减震新技术体系研究(2004Z1-E0051)
【CateGory Index】: TU973.2
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【References】
Chinese Journal Full-text Database 1 Hits
1 Hou Jia-jian~(1,2),Han Xiao-lei~1,Tan Ping~4,Jiao Ke~3,Peng Wen-hai~4(1.South China Univ.of Tech.,Guangzhou 510641,China;2.P&T Group,Hong Kong, China;3.Guangdong Architectural Design & Research Institute,Guangzhou 510010,China;4.Guangzhou Univ.,Guangzhou 510006,China);Parameter Study on the Displacement of Corridor Flexiblely-connecting Twin-tower under Stochastic Seismic Excitation[J];Earthquake Resistant Engineering and Retrofitting;2009-03
【Co-citations】
Chinese Journal Full-text Database 1 Hits
1 Hou Jia-jian~(1,2),Han Xiao-lei~1,Tan Ping~4,Jiao Ke~3,Peng Wen-hai~4(1.South China Univ.of Tech.,Guangzhou 510641,China;2.P&T Group,Hong Kong, China;3.Guangdong Architectural Design & Research Institute,Guangzhou 510010,China;4.Guangzhou Univ.,Guangzhou 510006,China);Parameter Study on the Displacement of Corridor Flexiblely-connecting Twin-tower under Stochastic Seismic Excitation[J];Earthquake Resistant Engineering and Retrofitting;2009-03
【Co-references】
Chinese Journal Full-text Database 2 Hits
1 Hou Jia-jian~(1,2),Li Zhen-zhang~2,Han Xiao-lei~1,Tan Ping~3,Xie Yi-yuan~1(1.South China University of Science and Technology,Guangzhou 510641,China;2.Guangdong Architectural Design and Research Institute,Guangzhou 510010,China;3.Guangzhou University,Guangzhou 510006,China);Structural Scheme Selection of Twin-tower Super Tall Building Connected with Space Corridor[J];Earthquake Resistant Engineering and Retrofitting;2006-06
2 SUN Huang-sheng1,FU Wei2,SUN Yue-dong1(1.College of Civil Eng.and Architecture,SUST,Qingdao,Shandong 266510,China;2.Qingdao Construction Project Supervision Co.Ltd.,Qingdao,Shandong 266071,China);Optimal Analysis of Seismic Vibration Mitigation of Bridge-like Combined Structure[J];Journal of Shandong University of Science and Technology(Natural Science);2007-02
【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
1 WU Jie, GAN Gang, XUAN Ji-can (Institute of Architectural Design and Research, Zhejiang University, Hangzhou 310027, China);Anti-seismic analysis and design of Zhoushan administrative center connected twins tall building[J];Journal of Engineering Design;2004-02
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