摘要
本文结合上海某高层住宅剪力墙结构工程，做了剪力墙抗震加固试验（在垂直荷载作用下），试验结果表明，加固后的剪力墙承载力与实际设计值基本相等，同时也满足了抗震要求，通过试验证实了所采用的加固措施是正确的。
This paper presents that aseismatic strengthening test of shear-wall has been made under an action of whital load) for one house shear-wall structure engineering in shanghai. Test results show that bearing capaeity of shear-wall after strengthering is close to the practical design value and the vibration-proof reguciement is satisfied too. Tests the show that the strengthering method is correct.
出处
《工业建筑》
CSCD
北大核心
1994年第4期24-27,共4页
Industrial Construction
关键词
高层住宅
剪力墙结构
抗震加固
test structure
seismic form
shear-wall, bearing capacity.
