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武汉万达超限高层结构动力弹塑性分析
Dynamic elastic-plastic analysis of Wuhan Wanda super high-rise building structure
【摘要】 对武汉万达超限高层进行结构动力弹塑性分析,从结构性能化设计目标的角度考虑地震波选取、地震参数等,阐述了材料的本构关系,并用ABAQUS进行建模分析,重点分析底部剪力、层间位移角、混凝土的塑性损伤,对弹塑性分析的结论,提出了超限抗震设计所要采取的措施。
【Abstract】 Structural dynamic elastic-plastic analysis was made for Wuhan Wanda super high-rise building,the constitutive relation of material was described by considering the seismic wave selection and seismic parameters etc.from the angle of performance-based design goal of the structure. ABAQUS was used for modeling and analysis,the bottom shear,interlayer displacement angle and the plastic damage of concrete were analyzed emphatically. In view of the elastic-plastic analysis conclusions,the measures which should be taken for seismic design of over-limit building were put forward.
【关键词】 超限高层建筑;
框架核心筒;
动力弹塑性;
本构关系;
塑性损伤;
层间位移角;
【Key words】 over-limit tall building; framework core tube; dynamic elastic plasticity; constitutive relation; plastic damage; interlayer displacement angle;
【Key words】 over-limit tall building; framework core tube; dynamic elastic plasticity; constitutive relation; plastic damage; interlayer displacement angle;
- 【文献出处】 工程建设 ,Engineering Construction , 编辑部邮箱 ,2016年05期
- 【分类号】TU973.31
- 【下载频次】73