太原某中学项目屈曲约束支撑可行性方案探讨  

Discussion on the feasible plan of buckling restrained brace of a middle school project in Taiyuan

作　　者：赵端[1] 

机构地区：[1]太原理工大学建筑设计研究院,山西太原030024

出　　处：《山西建筑》2015年第21期24-26,共3页Shanxi Architecture

摘　　要：以某中学实验楼、办公楼工程为例,对阻尼器加屈曲约束支撑方案进行了探讨,分析计算结果表明,阻尼器加屈曲约束支撑方案既能满足现行规范的要求,又能增大结构的延性,起到了结构消能器的作用,达到了抗震设防"大震不倒"的性能目标,且施工进度快,安全可靠。Taking a high school laboratory building, office building engineering as an example, this paper discussed the damper and buckling restrained brace scheme, the analysis and calculation results showed that, the damper and buckling restrained brace scheme could meet the current specification requirements, also could increase the structural ductility, had the role of structural efficiency, achieved the performance goal of seismic fortification of ＂No Collapsing in the Strong Earthquake＂, and had fast, safe and reliable construction progress.

关 键 词：消能减震 阻尼器 屈曲约束支撑 抗侧力 

分 类 号：TU311.2[建筑科学—结构工程]