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混合式交错桁架体系在循环荷载下的非线性分析
引用本文:冉红东,苏明周,马云美,顾强.混合式交错桁架体系在循环荷载下的非线性分析[J].建筑结构,2007(10).
作者姓名:冉红东  苏明周  马云美  顾强
作者单位:西安建筑科技大学土木工程学院,西安建筑科技大学土木工程学院,中国建筑西北设计研究院,苏州科技学院土木工程系 710055,710055,西安,710003,215011
摘    要:对交错桁架结构抗震性能的研究很少。采用壳单元和梁单元相结合的三维非线性有限元分析模型,分析了一个混合式交错桁架结构在循环荷载作用下的性能,与试验结果比较表明,此计算模型精确、高效。对此模型进行了循环荷载下的滞回性能分析。结果表明,该结构体系具有较好的耗能能力和抗震性能。

关 键 词:交错桁架结构体系  混合式桁架  循环荷载  滞回性能  有限元

Nonlinear Finite Element Analysis for Composite Staggered Truss Steel Structures Under Cyclic Load
Ran Hongdong,Su Mingzhou,Ma Yunmei,Gu Qiang.Nonlinear Finite Element Analysis for Composite Staggered Truss Steel Structures Under Cyclic Load[J].Building Structure,2007(10).
Authors:Ran Hongdong  Su Mingzhou  Ma Yunmei  Gu Qiang
Affiliation:Ran Hongdong1,Su Mingzhou1,Ma Yunmei2,Gu Qiang3
Abstract:The research on seismic performance of staggered truss frame structures is very rare.A nonlinear finite element model is induced for analyzing the composite staggered truss steel structure system under cycle load,in which the shell and beam element are applied.It is shown by computed examples that simulation of presented model is accurate and efficient.A hysteresis analysis is made under cyclic load,and the results show that the composite staggered truss steel structure system has better seismic performance.
Keywords:staggered truss frame structure system  composite truss  cycle loading  finite element
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