摘要
某在建综合楼在首层柱混凝土强度不满足原设计要求的情况下,成功进行了加层抗震加固处理。本文详细介绍了该工程抗震加固设计的过程和方法,为类似工程的处理提供了参考。
The concrete strength of the pillars of the first floor in one comprehensive building didn＇t meet with requirements of the original design, in such a case, one floor is successfully added to build a seismic reinforcement structure. This paper introduced that case, which can provide an experience for reinforcement design of similar constructional projects.
出处
《工程质量》
2008年第4期23-26,共4页
Construction Quality
关键词
强度
轴压比
层位移角
抗震加固
compressive strength, ratio of axial compression stress to strength, angles of story drift, seismic strengthening
