PERFORMANCE-BASED SEISMIC DESIGN FOR MAIN STRUCTURE OF CONVENTIONAL ISLAND IN NUCLEAR POWER PLANT

被引：0

作者：

Yuan, Yi-Xin ^{[1
]}

Han, Xiao-Lei ^{[1
]}

Lin, Sheng-Yi ^{[2
]}

Peng, Xue-Ping ^{[2
]}

Zhou, Yu ^{[2
]}

机构：

[1] South China Univ Technol, State Key Lab Subtrop Architecture Sci, Guangzhou 510640, Guangdong, Peoples R China

[2] Guangdong Elect Power Design Inst, Guangzhou 510310, Guangdong, Peoples R China

来源：

INNOVATION & SUSTAINABILITY OF STRUCTURES, VOLS 1 AND 2 | 2011年

关键词：

Conventional island; performance-based; nonlinear time-history analysis; fiber model;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Due to the requirements of the machine equipments, the main structure of conventional island is irregular in mass and stiffness. It is worth noting that the essential purpose of the main structure design is to prevent serious damage of important equipments and reduce the economy losses under earthquakes. Performance-based method is introduced to the seismic design of this structure for the first time. Based on elastic analysis under frequent and fortification earthquakes, inelastic time history analysis under severe earthquake is carried out with PERFORM-3D using the fiber model. Deformation performance indexes of components are proposed in this paper based on ASCe-41 and FEMA356. Some suggestions are given for the structural seismic design.

引用

页码：679 / 684

页数：6

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