剪力墙结构分析的超级元法  

Hyper-finite Element Method on the Structural Analysis of Shear Wall

作　　者：刘险峰 耿杰 

机构地区：[1]锦州市小东种畜场,辽宁锦州121000 [2]锦州第一建筑工程公司,辽宁锦州121001

出　　处：《辽宁工学院学报》2000年第3期55-57,共3页Journal of Liaoning Institute of Technology(Natural Science Edition)

摘　　要：提出了一种用于剪力墙结构分析的超级有限元方法。超级有限元法是一种用于分析大型复杂结构的新的数值方法。本文给出了分析剪力墙结构的超级元列式。算例表明 :超级有限元法可以明显地降低计算费用 。A hyper finite element method applied to the structural analysis of shear wall is presented which is a new numerical method used for analyzing large scale complicated structure. The hyper finite element expressions for analyzing the structure of shear wall are given. The computational examples show that the utility of hyper finite element method can reduce the cost of the computation in the computing cost and raise the efficiency.

关 键 词：剪力墙 有限元 超级元 结构分析 高层建筑结构 

分 类 号：TU973.16[建筑科学—结构工程]