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隔震与非隔震核岛辅助厂房易损性分析
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发表时间: 2017-01-01
发表刊物: 自然灾害学报
所属单位: 建设工程学部
卷号: 26
期号: 4
页面范围: 29-38
ISSN号: 1004-4574
摘要: In view of evaluation about the effect of base isolation on the seismic
   performance of the nuclear power plant building,this paper,for the first
   time,explores division of seismic performance indexes of nuclear power
   plant auxiliary building,establishes numerical model of isolated and
   non-isolated nuclear power plant building on hard soil ground,obtains
   vulnerability curves based on IDA and MAS methods respectively,carries
   out seismic vulnerability comparative study of isolated and non-isolated
   structures based on the indexes and demonstrates the higher
   anti-collapse safety reserve of the isolation measure. The results show
   that: the results obtained by the two methods are basically
   consistent,which proves the rationality of the results. Isolation
   bearing can significantly reduce the failure probability of nuclear
   power plant building and maximum of decrease amplitude can reach 23%,and
   collapse probability of isolated factory building under major earthquake
   can reduce 80% than that of non-isolated factory building. The safety
   reserve coefficient is increased by 11% and failure probability of
   concrete plays a controlling role in the overall failure probability of
   the two kinds of factory building.
备注: 新增回溯数据

陈健云

教授   博士生导师   硕士生导师

性别: 男

毕业院校:大连理工大学

学位: 博士

所在单位:水利工程系

学科:水工结构工程. 防灾减灾工程及防护工程. 结构工程. 工程管理

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