摘要
通过对预应力剪力墙抗剪性能试验的研究,分析了施加预应力对剪力墙结构的极限抗剪能力的提高程度以及在剪压破坏形式下抗剪承载力的提高程度,从而为该问题进一步的研究探讨提供了理论基础。
Through the research of precontracting power s influence to the force-undergoing capacity,it analyses the raising extent of limited anti-cutting ability and capacity both in the condition of cutting-forced wall and the form of cutting pressure,offers theory base for further discussion.
出处
《山西建筑》
2007年第7期106-107,110,共3页
Shanxi Architecture
关键词
预应力
剪力墙
抗剪承载力
precontracting power
cutting-forced wall
anti-cutting capacity