核电站取水口建筑物的抗震性能分析

薛志成; 王振清; 裴强; 吴爽

doi:10.13204/j.gyjz201208015

核电站取水口建筑物的抗震性能分析

doi: 10.13204/j.gyjz201208015

1.
1 哈尔滨工程大学航天与建筑工程学院哈尔滨 150001;
2.
2 黑龙江科技学院建筑工程学院哈尔滨 150027;
3.
3 大连大学土木工程技术研究与开发中心辽宁大连 116622

基金项目:

国家自然科学基金项目(50908027);地震工程与工程振动开放实验室项目(2009A10);辽宁省教育厅项目(20060053);黑龙江省教育厅科学技术研究项目(1154138)

详细信息

作者简介:
薛志成，男，1972年出生，博士研究生，副教授。E-mail:xuezhicheng0630@163.com

计量
- 文章访问数: 62
- HTML全文浏览量: 3
- PDF下载量: 116
- 被引次数: 0
出版历程
- 收稿日期: 2012-01-21
- 刊出日期: 2012-08-20

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

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

摘要

摘要: 针对某百万千瓦级核电厂,运用动力时程反应分析法对取水口建筑物进行抗震分析。结合取水口建筑物场地岩性和结构特点,分别考虑运行和检修情况、波浪、冰块冲击、水压、土压和地震等作用的组合工况,对结构进行抗震性能分析,得到结构构件各个截面内力包络图,对取水口建筑物设计提供理论依据。
- 取水口建筑物 /
- 地震荷载 /
- 抗震性能
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

HTML全文

参考文献(13)

GB50267-97核电厂抗震设计规范[S].

[2] SL2003-97水工建筑物抗震设计规范[S].

[3] JTJ213-98海港水文规范[S].

[4] 裴强,薛志成.某核电站循环水泵房结构的地震反应分析[J].世界地震工程,2011,27(3):196-203.

[5] Lysmer J,Richard F E.Dynamic Response of Footings to Vertical Loading[J].Journal of Engineering Mechanics,ACE,1969,95(4):65-91.

[6] Deeks A J,Randolph M F.Axisymmetric Time-Domian Transmitting Boundaries[J].Journal of Engineering Mechanics,ASCE,1994,120(1):25-42.

[7] 刘晶波,李彬.三维黏弹性静-动力统一人工边界[J].中国科学:E辑,2005,35(9):966-980.

[8] 王振宇.大型结构-地基系统动力反应计算理论及其应用研究[D].北京:清华大学,2002.

[9] 刘晶波,谷音,李彬.结构-地基开放系统动力相互作用问题的高效解法[J].土木工程学报,2006,39(5):112-116.

[10] 冯军和.地铁列车-轨道的耦合系统及其诱发的环境振动[D].北京:北京工业大学,2007.

[11] Soil Structure Interaction,Inc.Super FLUSH Users Manual:Theoretical Background Volume II of Three Volumes[M].Soil Structure Interaction,Inc,1983.

[12] DL/T50572009水工混凝土结构设计规范[S].

[13] SL2652001水闸设计规范[S].

施引文献

资源附件(0)

访问统计