摘要
通过对某框架-砌体混合承重办公楼的抗震计算分析,提出相应的加固方案。结合该工程的特点,对该建筑采取有效合理的抗震加固措施,改变了原有不合理的受力体系,将其加固为框剪结构。对同类工程有一定的借鉴作用。
Based on the analysis and seismic calculation of a frame-load-bearing masonry office building corresponding strengthening scheme was poposed.Combining the characteristics of the project,effective and reasonable measures were taken to change the original unreasonable forced system,which was changed into a reinforced frame stnucture.Which provided certain reference for similar projects.
出处
《工业建筑》
CSCD
北大核心
2011年第S1期226-228,239,共4页
Industrial Construction
关键词
混合结构
抗震加固
框剪结构
夹板墙
hybrid structure
seismic strengthening
frame-shear wall structure
clamping-plate wall
