Seismic Assessment and Performance of Nonstructural Components Affected by Structural Modeling

被引:15
|
作者
Hur, Jieun [1 ]
Althoff, Eric [1 ]
Sezen, Halil [1 ]
Denning, Richard [2 ]
Aldemir, Tunc [3 ]
机构
[1] Ohio State Univ, 2070 Neil Ave, Columbus, OH 43210 USA
[2] 2041 Hythe Rd, Columbus, OH 43220 USA
[3] Ohio State Univ, 209 West 19th Ave, Columbus, OH 43210 USA
关键词
Failure Probability; Nonstructural Component; Seismic Behavior; Structural Dynamic Analysis;
D O I
10.1016/j.net.2017.01.004
中图分类号
TL [原子能技术]; O571 [原子核物理学];
学科分类号
0827 ; 082701 ;
摘要
Seismic probabilistic risk assessment (SPRA) requires a large number of simulations to evaluate the seismic vulnerability of structural and nonstructural components in nuclear power plants. The effect of structural modeling and analysis assumptions on dynamic analysis of 3D and simplified 2D stick models of auxiliary buildings and the attached nonstructural components is investigated. Dynamic characteristics and seismic performance of building models are also evaluated, as well as the computational accuracy of the models. The presented results provide a better understanding of the dynamic behavior and seismic performance of auxiliary buildings. The results also help to quantify the impact of uncertainties associated with modeling and analysis of simplified numerical models of structural and nonstructural components subjected to seismic shaking on the predicted seismic failure probabilities of these systems. Copyright (C) 2017, Published by Elsevier Korea LLC on behalf of Korean Nuclear Society.
引用
收藏
页码:387 / 394
页数:8
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