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二维水平地震作用下斜交构件多层结构的地震反应

魏琏 戴国莹 朱锦心 蒋自立

魏琏, 戴国莹, 朱锦心, 蒋自立. 二维水平地震作用下斜交构件多层结构的地震反应[J]. 应用数学和力学, 1982, 3(1): 67-82.
引用本文: 魏琏, 戴国莹, 朱锦心, 蒋自立. 二维水平地震作用下斜交构件多层结构的地震反应[J]. 应用数学和力学, 1982, 3(1): 67-82.
Wei Lian, Dai Gou-ying, Zhu Jing-xin, Jiang Zhi-li. Seismic Response Analysis for Multi-storeyed Buildings Composed of Nonorthogonal Members under Bi-Directional Horizontal Earthquake Ground Motions[J]. Applied Mathematics and Mechanics, 1982, 3(1): 67-82.
Citation: Wei Lian, Dai Gou-ying, Zhu Jing-xin, Jiang Zhi-li. Seismic Response Analysis for Multi-storeyed Buildings Composed of Nonorthogonal Members under Bi-Directional Horizontal Earthquake Ground Motions[J]. Applied Mathematics and Mechanics, 1982, 3(1): 67-82.

二维水平地震作用下斜交构件多层结构的地震反应

Seismic Response Analysis for Multi-storeyed Buildings Composed of Nonorthogonal Members under Bi-Directional Horizontal Earthquake Ground Motions

  • 摘要: 本文针对由斜交构件组成的多层结构,考虑任意角度输入二维水平地运动,采用多种不同的恢复力特性曲线模型,提供了弹性与弹塑性地震反应的计算方法,并据此编制了相应的计算机程序.文内通过一座十层建筑结构的算例,分析了一维与二维地震波输入以及不同的地震波输入角度对各构件地震反应的影响,并讨论了弹性与弹塑性地震反应的差异,提出了一些有参考价值的结论.
  • [1] Clough,R.W.and Penzien.J.,Dynamics of structure(1975).
    [2] Umemura.H.,Analysis of the behavior of R.C.structures during earthquake based on the empirical estimtion of inelastic restoring force characteristics of members.5 WCEE(1973).
    [3] Muto.K.,High-rise buildings-Structure(in Japanese)1973.
    [4] Aoyama.H.,Simple nonlinear models for the seismic response of R.C.Buildings Proceedings of the Review Meeting U.S.Japan Co-operative Research Program in Earthquake with Emphasis on the Safety of School Buildings(1975).
    [5] Wei Lian.Zhu Jing-xin and Jiang Zhi-li.Nonlinear earthquake response of multi-storeyed structures taking account of torsion.7 WCEE(1980).
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出版历程
  • 收稿日期:  1981-02-20
  • 刊出日期:  1982-02-15

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