摘要
本文通过按《建筑抗震设计规范》GBJ 89和GB50011 2001对剪切波速的不同计算方法,以及场地覆盖层界限厚度调整后的分析,讨论了两规范在建筑场地类别划分中的差别,并对在具体工程中的实施提供了几点建议。
This article discusses the different of shear wave rate between two codes for seismic design of building,the one is'GB 500112001',another is'GBJ1189'.The different on classification of building site is also been discussed,and a few suggestions are also been put forward in this article.
出处
《电力勘测设计》
2003年第3期34-36,共3页
Electric Power Survey & Design