摘要
结合工程实例,介绍了钢连梁阻尼器在框架核心筒结构中的设计思路,并建立了Perform 3D模型,对使用钢连梁阻尼器的结构进行了动力弹塑性时程分析,结果表明,钢连梁阻尼器能充分耗散地震能量,为结构提供附加阻尼比,减轻结构的地震反应。
Combining with engineering examples,the paper introduces the design concept of continuous steel beam damper in frame-core wall structure,establishes Perform 3D model,and carries out dynamic time-history analysis of using continuous steel beam damper. Results show that：continuous steel beam damper can fully dissipate seismic energy,provide added damping ratio,and reduce structural seismic response as well.
出处
《山西建筑》
2016年第16期25-26,258,共3页
Shanxi Architecture
关键词
框架—核心筒
钢连梁阻尼器
动力时程分析
地震波
frame-core wall structure
continuous steel beam damper
dynamic time-history analysis
seismic wave
