[1]曹征良,洪翔,吴兵.层间弯剪型高层结构的弹塑性地震反应分析[J].深圳大学学报理工版,2004,21(2):116-122.
 CAO Zheng-liang,HONG Xiang,and WU Bing.Elasto-plastic earthquake response analysis of storey-post shear-bending tall building structures[J].Journal of Shenzhen University Science and Engineering,2004,21(2):116-122.
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层间弯剪型高层结构的弹塑性地震反应分析()
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《深圳大学学报理工版》[ISSN:1000-2618/CN:44-1401/N]

卷:
第21卷
期数:
2004年2期
页码:
116-122
栏目:
土木建筑工程
出版日期:
2004-04-30

文章信息/Info

Title:
Elasto-plastic earthquake response analysis of storey-post shear-bending tall building structures
文章编号:
1000-2618(2004)02-0116-07
作者:
曹征良洪翔吴兵
深圳大学建筑与土木工程学院, 深圳 518060
Author(s):
CAO Zheng-liang HONG Xiang and WU Bing
College of Architecture and Civil Engineering Shenzhen University, Shenzhen 518060 , P. R. China
关键词:
高层建筑结构弯剪型层间模型弹塑性地震反应分析
Keywords:
tall building structure shear-bending storey-post model elasto-plastic earthquake response analysis
分类号:
TU 973.2
文献标志码:
A
摘要:
根据层间弯剪型力学模型,运用刚度矩阵缩聚法建立总侧移刚度矩阵, 采用雅可比法求解结构动力特性,选用退化双线型滞回曲线作为层间恢复力模型,建立了高层建筑结构的弹塑性地震反应时程分析的有关公式和计算程序. 通过算例的计算结果对比,证明这种计算结果与其他计算结果符合较好.
Abstract:
Using the condensation approach, the whole stiffness matrix of structural system is derived based on shear-bending storey-post mechanical model. The Jacobi method is applied to find the natural frequency and mode of vibration of structure. The degenerate bilinear hysteretic loop segments are used as storey-post restoring force model. The program of the elasto-plastic earthquake response analysis of tall building structures is designed with the equations derived in this paper. The comparison of the calculating results of an example structure shows that the agreement between the results given by this paper and other methods is good.
更新日期/Last Update: 2015-11-06