基于MIDAS BUILDING软件的动力弹塑性方法应用
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摘要
介绍了MIDAS BUILDING软件的梁柱和剪力墙的单元模拟、材料模拟和后处理的评估方法,详细阐述了单元坐标系、剪切刚度和连梁模拟等常见关键问题。以某结构高度为100m的高层住宅为例,分析了其应用结果的可行性。最后,对该程序现有需增强的模拟功能进行了展望。
Element simulation and material models of beams and shearwalls,and evaluating methods of postprocessor are introduced in the paper.Such key issues as element local coordinate system,shear stiffness and coupling beam simulation are elaborated in detail.A residential building with a height of 100m is taken as an example to analyze the feasibility of these results application.Finally,some simulating functions need to be enhanced are put forward.
Element simulation and material models of beams and shearwalls,and evaluating methods of postprocessor are introduced in the paper.Such key issues as element local coordinate system,shear stiffness and coupling beam simulation are elaborated in detail.A residential building with a height of 100m is taken as an example to analyze the feasibility of these results application.Finally,some simulating functions need to be enhanced are put forward.
引文
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[9]Computers&Structures Inc.PERFORM User Guide[M].2006
[10]香港华艺设计顾问(深圳)有限公司.莱蒙春天花园(A818-449)&(A818-444)结构超限高层抗震设计可行性论证报告[R].2012(下转第96页)Hongkong Huayi Design Consultion(Shenzhen)Co.LTD.Feasibility Study Report for Seismic Design of LaiMeng Spring Garden(A818-449)&(A818-444)[R].2012(in Chinese)
[11]广东省工程防震研究院.深圳莱蒙春天花园工程场地地震安全性评价报告[R].2011 Guangdong Engineering Aseismic Research Institute.Seismic Safety Evaluation of Engineering Site for Shenzhen Laimeng Spring Garden[R].2011(in Chinese)
[2]北京迈达斯技术有限公司.结构大师分析设计原理[M].2010Beijing Midas Technology Co LTD.Design Principles ofStructure Master[M].2010(in Chinese)
[3]朱伯芳.有限单元法原理与应用[M].北京:中国水利水电出版社&知识产权出版社,2009Zhu Bo-fang.The Finite Element Methon Theory andApplications[M].Beijing:China WaterPower Press&Intellectual Property Rights Press,2009(in Chinese)
[4]北京迈达斯技术有限公司.结构大师分析非线性分析[M].2010Beijing Midas Technology Co LTD.Nonlinear Analysisof Structure Master[M].2010(in Chinese)
[5]王勖成.有限单元法[M].北京:清华大学出版社,2002Wang Xu-cheng.Finite Element Methon[M].Beijing:Tsinghua University Press,2002(in Chinese)
[6]GB50010-2002,混凝土结构设计规范[S]GB50010-2002,Code for Design of Concrete Structures[S](in Chinese)
[7]鲍蕾,普里斯特利.戴瑞同,陈世鸣译.钢筋混凝土和砌体结构的抗震设计[M].北京:中国建筑工业出版社,2011Park T,Priesley M J N.Seismic Design of ReinforcedConcrete and Masonry Building[M].Beijing:ChinaArchitecture and Building Press,2011(in Chinese)
[8]Computers&Structures Inc.PERFORM Componentsand Elements[M].2006
[9]Computers&Structures Inc.PERFORM User Guide[M].2006
[10]香港华艺设计顾问(深圳)有限公司.莱蒙春天花园(A818-449)&(A818-444)结构超限高层抗震设计可行性论证报告[R].2012(下转第96页)Hongkong Huayi Design Consultion(Shenzhen)Co.LTD.Feasibility Study Report for Seismic Design of LaiMeng Spring Garden(A818-449)&(A818-444)[R].2012(in Chinese)
[11]广东省工程防震研究院.深圳莱蒙春天花园工程场地地震安全性评价报告[R].2011 Guangdong Engineering Aseismic Research Institute.Seismic Safety Evaluation of Engineering Site for Shenzhen Laimeng Spring Garden[R].2011(in Chinese)
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