摘要
本文简要介绍了要求9度抗震设防的宿迁市13层交通大厦采用国产兰陵牌粘弹性阻尼器的减震结构设计 ,给出了它的弹塑性地震反应计算方法和主要计算结果。计算表明 ,设置粘弹性阻尼器后 ,上部结构可按8度抗震设防要求设计 ,在多遇、罕遇水平地震作用下 ,能分别满足承载力与变形的要求 ,节约主体结构造价约10%。
This paper briefly presents the structural earthquake absorption design using the viscoelastic damper for the 13 storied Transportation Building in Suqian City where the seismic design intensity is 9,with its calculation method of elasto plastic earthquake response and the main calculated resultsalso given. The calculated results show that its superstructure can be designed for intensity 8 after putting the viscoelastic dampers and its bearing capacity and the deformations can satisfy the requirements of the seismic code under normal as well as serious earthquake horizontal actions respectively.The main structural cost can be reduced by about 10%.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
2000年第3期30-35,共6页
Journal of Building Structures
关键词
粘弹性阻尼器
恢复力模型
地震反应
减震设计
viscoelastic damper,restoring force model,elastoplastic time history analysis
