The Seismic Response Analysis of Frame-shear W all Structures under Uni-and Bi-directional Seismic Excitation

GUAN  Min-Sheng; WANG  Xian-Feng; DU  Hong-Biao; ZHOU   Jun; WU  Yu-Hua

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The Seismic Response Analysis of Frame-shear W all Structures under Uni-and Bi-directional Seismic Excitation

更新时间：2026-05-27

- The Seismic Response Analysis of Frame-shear W all Structures under Uni-and Bi-directional Seismic Excitation
- Vol. 27, Issue 2, Pages: 17-20(2010)
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- Online First：25 June 2010，
  
  Published：2010
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管民生, 王险峰, 杜宏彪, 周军, 吴煜华. 框架一剪力墙结构单双向地震输入下的反应分析[J]. 广东工业大学学报, 2010, 27(2): 17-20.

GUAN Min-Sheng, WANG Xian-Feng, DU Hong-Biao, et al. The Seismic Response Analysis of Frame-shear W all Structures under Uni-and Bi-directional Seismic Excitation[J]. 2010, 27(2): 17-20.
管民生, 王险峰, 杜宏彪, 周军, 吴煜华. 框架一剪力墙结构单双向地震输入下的反应分析[J]. 广东工业大学学报, 2010, 27(2): 17-20. DOI：

GUAN Min-Sheng, WANG Xian-Feng, DU Hong-Biao, et al. The Seismic Response Analysis of Frame-shear W all Structures under Uni-and Bi-directional Seismic Excitation[J]. 2010, 27(2): 17-20. DOI：

摘要

对一规则、对称的钢筋混凝土框架-剪力墙结构建立了三维空间杆系模型，分别进行了单、双向地震动输人情况下弹塑性地震反应分析，并对结构角柱位移、层间位移角、顶点加速度时程、顶点位移时程等进行了分析和比较．分析结果表明，双向水平地震作用比单向水平地震作用对钢筋混凝土框架一剪力墙结构的破坏要大，仅对结构进行单向一维动力分析，难以真实揭示结构在实际地震中的性能．

Abstract

The spatial model of element regular and symmetrical frame-shear wall structures is established，and the elasto-plastic seismic response of structures under uni-and bi-directional seismic excitation is analyzed．The analysis results，including maximum displacement of comer columns，maximum story drift，time—history curves of vertex aeceleration and time-history curves of vertex displacement，are compared．It is found that RC frame．wall structureswill suffer qreater damage under bi-directional seismic excitation than uni-directional seismic excitation．It is difficult to reveal the true seismic performance of structures under the actual earthquake only trough the uni-directiona dynamic analysis．

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references

李宏男．结构多维抗震理论与设计方法[M]．北京：科学出版社，1998.

(美)莫维尼．有限元分析：ANSYS理论与应用[M]．3版．王崧，等译．北京：电子工业出版社，2008.

建设部．GB50011-2001建筑抗震设计规范[s]．北京：中国建筑工业出版社，2001．

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