核电站埋地管线抗震设计方法
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摘要
本文论述了核电站埋地管线抗震设计的简化方法，对设计用地震动参数的选取和应力计算及管道的强度验算准则给予了充分阐述；同时简单介绍埋地管线的数值分析方法并比较简化法与数值法两者的差异。对埋地管线的抗震设计提供一种简化方法，另外对用数值法分析埋地管线的地震反应也有参考价值。
This paper provides a simplified seismic design method of buriedpipeline for nuclear power plants. The determination of earthquake parameter,earthquake effect calculation and strength design criterion are mentioned as well asthe difference between simplified method and mumerical method.
This paper provides a simplified seismic design method of buriedpipeline for nuclear power plants. The determination of earthquake parameter,earthquake effect calculation and strength design criterion are mentioned as well asthe difference between simplified method and mumerical method.
引文
[1]核电站抗震Ⅰ类埋地管道及管廊、梁道抗震分析研究报告,冶金工业部建筑研究总院,上海核工程研究设计院
[2]Seismic Analysis of Safety-Related Nuclear Structures and Commentary on Standard for Seismic Analysis of Safety Related Nuclear Structures,ASCE,1986
[3]中国《核电厂抗震设计规范》送审稿,1992
[4]Wang, L, R, and O’ Rourke, M. I,” State of the Art of Buried Lifeline Earquake Engineering”,Proceedings of the ASCE Current State of Knowledge of Lifeline Earthquake Eingineering, Los Angeles, Calif, Aug,1997,PP. 252-266
[5]Ariman, T,”A Review of the Response of Buried Pipelines Under Seismic Excitations”,Proceedings of the 3rd National Congress on Pressure Vessels and Piping,San Francisco,Calif June 25-29,1979,ASME, Special Publication PVP-34, PP. 1-29
[6]Hindy, A, and Novak, M,”Earthquake Response of Underground Pipelines”,Earthquake Engineering and Structural Dynamics,Vol 7,1979,pp.451-476
[7]侯忠良、甘文水、李鹏程,”Three Dimension Response of Buried Pipeline by Seismic Progressive Wave”, Proc. of China-Japan Symposium of Lifeline Earthquake En-gineering
[2]Seismic Analysis of Safety-Related Nuclear Structures and Commentary on Standard for Seismic Analysis of Safety Related Nuclear Structures,ASCE,1986
[3]中国《核电厂抗震设计规范》送审稿,1992
[4]Wang, L, R, and O’ Rourke, M. I,” State of the Art of Buried Lifeline Earquake Engineering”,Proceedings of the ASCE Current State of Knowledge of Lifeline Earthquake Eingineering, Los Angeles, Calif, Aug,1997,PP. 252-266
[5]Ariman, T,”A Review of the Response of Buried Pipelines Under Seismic Excitations”,Proceedings of the 3rd National Congress on Pressure Vessels and Piping,San Francisco,Calif June 25-29,1979,ASME, Special Publication PVP-34, PP. 1-29
[6]Hindy, A, and Novak, M,”Earthquake Response of Underground Pipelines”,Earthquake Engineering and Structural Dynamics,Vol 7,1979,pp.451-476
[7]侯忠良、甘文水、李鹏程,”Three Dimension Response of Buried Pipeline by Seismic Progressive Wave”, Proc. of China-Japan Symposium of Lifeline Earthquake En-gineering
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