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.
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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 |
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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 |
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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 |
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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 |
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