带钢连梁混合联肢剪力墙的研究与发展
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摘要
高层建筑发展迅速,剪力墙作为主要的抗侧力构件,人们对它的结构形式不断地探索。目前,国内外科研人员对一种新型的抗侧力构件——带钢连梁混合联肢剪力墙进行了一系列研究。本文对其研究现状做了简单介绍,并提出一些看法。
With the rapid development of high-rise buildings,shear wall resistance to lateral forces as the main component,it is the structure of its constant exploration.At present,domestic and foreign researchers have conducted a series of studies for a new anti-lateral force components——Hybrid Coupled Wall.In this paper,the reaserch is introduced briefly and some views are put forward.
With the rapid development of high-rise buildings,shear wall resistance to lateral forces as the main component,it is the structure of its constant exploration.At present,domestic and foreign researchers have conducted a series of studies for a new anti-lateral force components——Hybrid Coupled Wall.In this paper,the reaserch is introduced briefly and some views are put forward.
引文
[1]Hassan,M.and El-Tawil S.(2004),“Inelastic Dynamic Behavior of Hybrid Coupled walls,”Journal of Structural Engineering,ASCE,130(2),pp.285～296.
[2]El-Tawil,S,Kuenzli,C.M.and Hassan,M,(2002a),“Pushover of Hybrid Coupled Walls.I:Design and Modeling,”ASCE,Journalof Structural Engineering,Vol.128,No.10,pp.1272～1281.
[3]El-Tawil,S and Kuenzli,C.M.(2002b),“Pushover of Hybrid Coupled Walls.II:Analysis and Behavior.”ASCE,Journal of Structural Engineering,Vol.128,No.10,pp.1282～1289.
[4]Sherif El-Tawil,Kent Harries.(2007),“RECOMMENDATIONS FOR SEISMIC DESIGN OF HYBRID COUPLED WALLS,”Journal of Structural Engineering,ASCE.
[5]Harries,K.A.(2001),“Ductility and Deformability of Coupling Beams in Reinforced Concrete Coupled Walls,”Earthquake Spectra,Vol.17,No.3,August2001,pp.457～478.
[6]黄东升.剪力墙结构的分析与设计[M].北京:中国水利水电出版社:知识产权出版社,2006.
[7]Paulay,T.,and Priestley,M.J.N.～1992!,Seismic design of reinforced concrete and masonry buildings,Wiley,New York.
[8]Mohammad Hassan and Sherif El-Tawil,PhD,PE,M.(2005).“Nonlinear Dynamic Response of Hybrid Coupled Wall Systems,”Journal of Structural Engineering,ASCE,1～8.
[9]U.S.-Japan Planning Group.(1992).“Recommendations for U.S.-Japan Cooperative Research Program,Phase5-Composite and Hybrid Structures.”Rep.No.UMCEE92-29,Univ.of Michigan,Ann Arbor,Mich.
[10]邓志恒,潘峰,陶晓光,唐光暹.新型组合连梁控制结构体系[J].世界地震工程,2003,9(3):6～11.
[11]张刚.钢板混凝土连梁抗震性能的试验研究:[硕士学位论文].北京:清华大学,2005.
[12]晏小欢.带组合连梁混合双肢剪力墙结构抗震性能实验与设计研究[D].中南大学硕士学位论文,2009,5.
[13]朱辉.带钢连梁与混凝土剪力墙节点承载力试验与分析[D].中南大学硕士学位论文,2008,5.
[14]叶振.钢连梁混凝土墙肢节点抗震性能研究[D].中南大学硕士学位论文,2009,5.
[15]詹永旗.带钢连梁混合双肢剪力墙结构抗震性能实验与设计研究[D].中南大学硕士学位论文,2009,5.
[2]El-Tawil,S,Kuenzli,C.M.and Hassan,M,(2002a),“Pushover of Hybrid Coupled Walls.I:Design and Modeling,”ASCE,Journalof Structural Engineering,Vol.128,No.10,pp.1272～1281.
[3]El-Tawil,S and Kuenzli,C.M.(2002b),“Pushover of Hybrid Coupled Walls.II:Analysis and Behavior.”ASCE,Journal of Structural Engineering,Vol.128,No.10,pp.1282～1289.
[4]Sherif El-Tawil,Kent Harries.(2007),“RECOMMENDATIONS FOR SEISMIC DESIGN OF HYBRID COUPLED WALLS,”Journal of Structural Engineering,ASCE.
[5]Harries,K.A.(2001),“Ductility and Deformability of Coupling Beams in Reinforced Concrete Coupled Walls,”Earthquake Spectra,Vol.17,No.3,August2001,pp.457～478.
[6]黄东升.剪力墙结构的分析与设计[M].北京:中国水利水电出版社:知识产权出版社,2006.
[7]Paulay,T.,and Priestley,M.J.N.～1992!,Seismic design of reinforced concrete and masonry buildings,Wiley,New York.
[8]Mohammad Hassan and Sherif El-Tawil,PhD,PE,M.(2005).“Nonlinear Dynamic Response of Hybrid Coupled Wall Systems,”Journal of Structural Engineering,ASCE,1～8.
[9]U.S.-Japan Planning Group.(1992).“Recommendations for U.S.-Japan Cooperative Research Program,Phase5-Composite and Hybrid Structures.”Rep.No.UMCEE92-29,Univ.of Michigan,Ann Arbor,Mich.
[10]邓志恒,潘峰,陶晓光,唐光暹.新型组合连梁控制结构体系[J].世界地震工程,2003,9(3):6～11.
[11]张刚.钢板混凝土连梁抗震性能的试验研究:[硕士学位论文].北京:清华大学,2005.
[12]晏小欢.带组合连梁混合双肢剪力墙结构抗震性能实验与设计研究[D].中南大学硕士学位论文,2009,5.
[13]朱辉.带钢连梁与混凝土剪力墙节点承载力试验与分析[D].中南大学硕士学位论文,2008,5.
[14]叶振.钢连梁混凝土墙肢节点抗震性能研究[D].中南大学硕士学位论文,2009,5.
[15]詹永旗.带钢连梁混合双肢剪力墙结构抗震性能实验与设计研究[D].中南大学硕士学位论文,2009,5.
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