成都中航国际广场大厦结构动力分析  

Dynamic Force Analysis about Structure of Chengdu International Plaza Mansion

作　　者：丛树民[1] 曾支明[1] 徐速超[1] 

机构地区：[1]沈阳大学建筑工程学院,辽宁沈阳110044

出　　处：《沈阳大学学报（自然科学版）》2012年第3期60-66,共7页Journal of Shenyang University：Natural Science

基　　金：国家自然科学基金资助项目(50909092)

摘　　要：应用ANSYS对成都中航国际广场大厦进行了动力分析,所建模型节点40 000多个、单元50 000多个,在建模中解决了不同材料之间的节点连接问题.通过量化分析确定出该结构的薄弱部位,对这些薄弱部位采取加固措施至关重要.该项研究具有重要的意义和经济价值.ANSYS was applied to give a dynamic force analysis of Cheng Du International Plaza Mansion. There were more than 40 000 nodes and more than 50 000 elements in the ANSYS model, and the connection problem between different materials was solved in modeling process. Through quantitative analysis, the weak parts of the structure were found out. It is very important to take reinforcement measures for these weak parts. The study has important significance and economic value.

关 键 词：高层钢-混凝土混合连体结构 动力分析 薄弱环节 加固改造 

分 类 号：TU973[建筑科学—结构工程]