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基于非线性分析的钢筋混凝土结构地震反应与破损的数值模拟
引用本文:叶献国.基于非线性分析的钢筋混凝土结构地震反应与破损的数值模拟[J].土木工程学报,1998(4).
作者姓名:叶献国
作者单位:合肥工业大学
基金项目:国家教委留学回国人员科研启动基金,土木工程防灾国家重点试验室开放课题基金资助项目
摘    要:本文扼要介绍了计算机数值模拟钢筋混凝土结构地震反应及破损所涉及的非线性动力分析技术,包括结构振动分析模型的构成,单元分析模型及其恢复力模型的选择,逐步积分法的应用及不平衡力的修正,地震反应的能量表达,典型的非线性动力分析程序等.最后列举了一个结构地震反应数值模拟的实例.

关 键 词:地震反应  非线性动力分析  恢复力  能量

SIMULATION OF EARTHQUAKE RESPONSE AND DAMAGE OF R/C STRUCTURES BASED ON THE NONLINEAR DYNAMIC ANALYSIS
Ye Xianguo.SIMULATION OF EARTHQUAKE RESPONSE AND DAMAGE OF R/C STRUCTURES BASED ON THE NONLINEAR DYNAMIC ANALYSIS[J].China Civil Engineering Journal,1998(4).
Authors:Ye Xianguo
Affiliation:Hefei University of Technology
Abstract:Some techniques of nonlinear dynamic analysis involved in the computer numeric simulation on earthquake performance and damage of R/C structures are discussed briefly, which include the constitution of structural dynamic analysis model, selection of element analysis model and its restoring force model, application of successive integration, revision of unbalanced force, expression for seismic response energy, and the computer programs for nonlinear dynamic analysis. As an example, a simulation of the earthquake response of a real R/C structure is illustrated.
Keywords:seismic response  nonlinear dynamic analysis  restoring force  energy  
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