摘要
文章对《高层建筑混凝土结构技术规程》(JG J3-2002)中的一个有争议的条文(箍筋的无支长度不应大于300m m)进行了分析,并给出了一个较合理答案。
This paper makes analysis of one disputable clause in the Technical Specitfication for High-rise Building with Concrete Structure the unbrued length of the hoop reinforcement should be no longer than 300mm, and it also gives a reasonable explanation.
出处
《安徽建筑》
2006年第6期87-87,共1页
Anhui Architecture
关键词
高层剪力墙结构
箍筋
无支长度
high-rise shear wall stnteture
the hoop reinforcement
unbraced length
