地震作用下的剪力墙结构分析(英文)
|
摘要
对地震条件下的建筑结构进行了非线性分析,研究了建筑一层结构的性能,建筑一层安装剪力墙可以增强结构一层的刚度,同时减少柱与柱连接的应力。研究结果表明,地震动力下结构的薄弱部位为柱的横截面。
Non-linear analysis of buildings gives more realistic behavior of structure under earthquake action.The performance of the structure is studied,the performance of the construction can be reached by installing shear walls on the first floor.It makes the first floor stiffer and allows reducing stress in joins of columns;The research shows that cross section of columns is weakest point of structure.
Non-linear analysis of buildings gives more realistic behavior of structure under earthquake action.The performance of the structure is studied,the performance of the construction can be reached by installing shear walls on the first floor.It makes the first floor stiffer and allows reducing stress in joins of columns;The research shows that cross section of columns is weakest point of structure.
引文
[1]Nie Jian-guo,Huang Yuan.The Non-linear EarthquakeResponde Model for Steel-concrete Beams[J].Journalof Tsinghua University(science and technology),2009,49(3):329-332(in Chinese).
[2]Wilson E.L.Structure Analysis on Static and Dynamic[M].Beijing:China Building Industy Press,2006:111-216(in Chinese).
[3]Wei Yong,Xian Jia-ru.Shear Wall Non-linear Analyseswith SAP 2000[J].Journal of Tsinghua University(Science and Technology),2005,45(6):740-744(in Chinese).
[4]Chopra A.K.Dynamics of Structure.Theory and Ap-plication to Earthquake engineering[M].Upper SaddleRiver,New Jersey:Prentice-Hall,Inc.,1995.
[5]T.Paulay and M.J.N.Priestley.Seismic Design Re-inforced Concrete[M].Wiley-interscience,2001.
[6]Computer and Structure,Inc.SAP2000 Non-linear,In-tegrated Structural Analysis&Design Software[M].California:Berkeley,1997.
[7]Wolf J.P.;Dynamic Soil Structure Interaction[M].Upper Saddle River,New Jersey:Prentice Hall,1985.
[8]Chopra A.K.,"Dynamics of Structures-Theory andApplications to Earthquake Engineering"[M].UpperSaddle River,New Jersey:Pretince-Hall,Inc.,1995.
[9]Kramer S.,"Geotechnical Earthquake Engineering"[M].Upper Saddle River,New Jersey:Pretince-Hall,Inc.,1996.
[2]Wilson E.L.Structure Analysis on Static and Dynamic[M].Beijing:China Building Industy Press,2006:111-216(in Chinese).
[3]Wei Yong,Xian Jia-ru.Shear Wall Non-linear Analyseswith SAP 2000[J].Journal of Tsinghua University(Science and Technology),2005,45(6):740-744(in Chinese).
[4]Chopra A.K.Dynamics of Structure.Theory and Ap-plication to Earthquake engineering[M].Upper SaddleRiver,New Jersey:Prentice-Hall,Inc.,1995.
[5]T.Paulay and M.J.N.Priestley.Seismic Design Re-inforced Concrete[M].Wiley-interscience,2001.
[6]Computer and Structure,Inc.SAP2000 Non-linear,In-tegrated Structural Analysis&Design Software[M].California:Berkeley,1997.
[7]Wolf J.P.;Dynamic Soil Structure Interaction[M].Upper Saddle River,New Jersey:Prentice Hall,1985.
[8]Chopra A.K.,"Dynamics of Structures-Theory andApplications to Earthquake Engineering"[M].UpperSaddle River,New Jersey:Pretince-Hall,Inc.,1995.
[9]Kramer S.,"Geotechnical Earthquake Engineering"[M].Upper Saddle River,New Jersey:Pretince-Hall,Inc.,1996.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心