成都中航国际广场大厦结构动力分析
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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.
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.
引文
[1]李围.ANSYS土木工程应用实例[M].北京:中国水利水电出版社,2007.
[2]袁勇,雷青芳.大底盘双塔复杂高层建筑结构设计[J].陕西建筑与建材,2004,12(3):10-12.
[3]闫磊,朱宏平.地震作用下某双塔楼高层建筑动力响应研究[J].国外建材科技,2005,26(6):55-58.
[4]朱建博.成都中汇广场大厦结构稳定性分析[D].沈阳:沈阳大学,2009.
[5]曾支明,丛树民.框架-剪力墙结构高层地震问题的数值分析[J].沈阳大学学报,2011,23(6):118-121.
[2]袁勇,雷青芳.大底盘双塔复杂高层建筑结构设计[J].陕西建筑与建材,2004,12(3):10-12.
[3]闫磊,朱宏平.地震作用下某双塔楼高层建筑动力响应研究[J].国外建材科技,2005,26(6):55-58.
[4]朱建博.成都中汇广场大厦结构稳定性分析[D].沈阳:沈阳大学,2009.
[5]曾支明,丛树民.框架-剪力墙结构高层地震问题的数值分析[J].沈阳大学学报,2011,23(6):118-121.
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