摘要
本文简要介绍了目前常用的剪力墙等效梁模型以及新近提出的三垂直杆元模型和多垂直杆元模型,指出了它们的优缺点,最后简述了笔者基于铁木辛柯分层梁单元给出的修正多垂直杆元模型。
This paper gives a brief introduction of the commonly used equivalent beam model for shear wall and the recently proposed three-vertical line model and multi-vertical line model. The merits and demerits of these models are pointed out. In the end a modified multi-vertical line model based on Timoshenko layer-beam element proposed by the auther is outlined.
出处
《世界地震工程》
CSCD
1994年第1期43-46,共4页
World Earthquake Engineering
基金
国家地震局八五攻关资助课题(85-07-02-01-01)
