某框架-砌体混合承重结构的抗震加固设计  

SEISMIC STRENGTHENING DESIGN OF A FRAME-MASONRY WALL MIXED STRUCTURE

作　　者：蒋济同[1] 郭红秋 杨松[1] 

机构地区：[1]中国海洋大学工程学院,青岛272100

出　　处：《工业建筑》2011年第S1期226-228,239,共4页Industrial Construction

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.

关 键 词：混合结构 抗震加固 框剪结构 夹板墙 

分 类 号：TU746.3[建筑科学—建筑技术科学] TU398