超限砖混结构抗震设计中若干问题的探讨

Discussion on Seismic Design of Masonry Structure

本文针对实际工程中超限砖混结构抗震设计存在的问题进行了分析,并结合《建筑抗震设计规 范》GB50011-2001对这些问题提出了原则性的加固处理意见。

Some problem on seismic design of masonry structure were discussed in this article. Structural deficiency of these buildings was found by analyzing and a series of measure of seismic strengthening was used to improve the seismic bearing capacity of the structure, which was based on the Code of Seismic Design of Buildings (GB50011-2001).