SEISMIC PERFORMANCE ANALYSIS OF WATER INTAKE BUILDING IN A NUCLEAR POWER STATION

Xue Zhicheng; Wang Zhenqing; Pei Qiang; Wu Shuang

doi:10.13204/j.gyjz201208015

Volume 42 Issue 8

Dec. 2014

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Xue Zhicheng, Wang Zhenqing, Pei Qiang, Wu Shuang. SEISMIC PERFORMANCE ANALYSIS OF WATER INTAKE BUILDING IN A NUCLEAR POWER STATION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 69-74. doi: 10.13204/j.gyjz201208015

Citation:

Xue Zhicheng, Wang Zhenqing, Pei Qiang, Wu Shuang. SEISMIC PERFORMANCE ANALYSIS OF WATER INTAKE BUILDING IN A NUCLEAR POWER STATION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 69-74. doi: 10.13204/j.gyjz201208015

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SEISMIC PERFORMANCE ANALYSIS OF WATER INTAKE BUILDING IN A NUCLEAR POWER STATION

doi: 10.13204/j.gyjz201208015

1.
1. College of Aerospace and Civil Engineering,Harbin Engineering University,Harbin 150001,China;
2.
2. School of Civil Engineering,Heilongjiang Institute of Science and Technology,Harbin 150027,China;
3.
3. The R&D Center of the Civil Engineering Technology,Dalian University,Dalian 116622,China

Received Date: 2012-01-21
Publish Date: 2012-08-20

Abstract

Abstract

Based on dynamic time-history response analysis, seismic performance analysis of water intake building inthe million-kilowatt nuclear power plant was carried out．Considering rock properties and structural characteristics ofwater intake building, many combinations with different design water levels, operation and maintenance conditions, wave pressure, ice loadings, static and dynamic water pressure, earth pressure and seismic action were considered．The internal force of each section of the structure was obtained by secondary development of ANSYS and the resultscould provide theoretic evidences for the structural design of water intake building．
- water intake building,
- earthquake load,
- seismic performance

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References(13)

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