空分常压低温液体储槽抗震计算
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摘要
空分行业常压低温液体储槽抗震设计多参照API 620《大型焊接低压储槽设计与建造》附录L。API 620—2008(第11版)发布后,其抗震计算与API 620—2002(第10版)相比发生了很大变化。对比了新、旧版API标准中抗震计算的异同,并结合工程实例对如何将国内标准中地震参数转换为API新版规范的计算参数进行了说明。
The seismic design of atmospheric pressure low-temperature storage tank for air separation units often refers to the API 620 "Design and Construction of Large,Welded,Low-pressure Storage Tanks",Appendix L.Compared with the API 620—2002(the 10 th edition),the new API 620—2008(the 11 th edition)has changed a lot in the seismic calculation.The 11 th edition was compared with the 10 th edition,and explanation of how the earthquake parameters were transformed in GB to those in the new API standard using engineering example was given.
The seismic design of atmospheric pressure low-temperature storage tank for air separation units often refers to the API 620 "Design and Construction of Large,Welded,Low-pressure Storage Tanks",Appendix L.Compared with the API 620—2002(the 10 th edition),the new API 620—2008(the 11 th edition)has changed a lot in the seismic calculation.The 11 th edition was compared with the 10 th edition,and explanation of how the earthquake parameters were transformed in GB to those in the new API standard using engineering example was given.
引文
[1]API 620—2002,大型焊接低压储槽设计与建造[S].(API 620—2002,Design and Construction of Large,Welded,Low-pressure Storage Tanks[S].)
[2]API 620—2008,大型焊接低压储槽设计与建造[S].(API 620—2008,Design and Construction of Large,Welded,Low-pressure Storage Tanks[S].)
[3]API 650—2013,钢制焊接油罐[S].(API 650—2013,Welded Tanks for Oil Storage[S].)
[4]UBC 1997,统一建筑规范[S].(UBC 1997,Uniform Building Code[S].)
[5]IBC 2000,国际建筑规范[S].(IBC 2000,International Building Code[S].)
[6]徐英,杨一凡,朱萍,等.球罐与大型储罐[M].北京:化学工业出版社,2004.(XU Ying,YANG Yi-fan,ZHU Ping,et al.Spherical Tank and Large Storage Tank[M].Beijing:Chemical Industry Press,2014.)
[7]GB 50011—2010,建筑抗震设计规范[S].(GB 50011—2010,Code for Seismic Design of Building[S].)
[8]Lu Hongshan.Characterization of Different Site Category Method on Strong Ground Motion[C]//The 14th World Conference on Earthquake Engineering.Beijing:China Earthquake Press,2008.
[9]余湛,石树中,沈建文,等.从中国、美国、欧洲抗震设计规范谱的比较探讨我国的抗震设计反应谱[J].震灾防御技术,2008,3(2):136-144.(YU Zhan,SHI Shu-zhong,SHEN Jian-wen,et al.Discussing the Seismic Response Spectrum of China from the Comparison of Seismic Codes of China,American and Europe[J].Technology for Earthquake Disaster Prevention,2008,3(2):136-144.)
[10]朱文静.中美建筑规范抗震相关条文的比较研究[D].武汉:华中科技大学,2008.(ZHU Wei-jing.Comparison Study of Provisions in Seismic Codes of China and American[D].Wuhan:Huazhong University of Science and Technology,2008.)
[11]罗开海,王亚勇.中美欧抗震设计规范地震动参数换算关系的研究[J].建筑结构,2006,36(8):103-107.(LUO Kai-hai,WANG Ya-yong.Research on Conversion Realationships Among the Parameters of Ground Motions in Seismic Design Codes of China,America and Europe[J].Building Struture,2006,36(8):103-107.)
[2]API 620—2008,大型焊接低压储槽设计与建造[S].(API 620—2008,Design and Construction of Large,Welded,Low-pressure Storage Tanks[S].)
[3]API 650—2013,钢制焊接油罐[S].(API 650—2013,Welded Tanks for Oil Storage[S].)
[4]UBC 1997,统一建筑规范[S].(UBC 1997,Uniform Building Code[S].)
[5]IBC 2000,国际建筑规范[S].(IBC 2000,International Building Code[S].)
[6]徐英,杨一凡,朱萍,等.球罐与大型储罐[M].北京:化学工业出版社,2004.(XU Ying,YANG Yi-fan,ZHU Ping,et al.Spherical Tank and Large Storage Tank[M].Beijing:Chemical Industry Press,2014.)
[7]GB 50011—2010,建筑抗震设计规范[S].(GB 50011—2010,Code for Seismic Design of Building[S].)
[8]Lu Hongshan.Characterization of Different Site Category Method on Strong Ground Motion[C]//The 14th World Conference on Earthquake Engineering.Beijing:China Earthquake Press,2008.
[9]余湛,石树中,沈建文,等.从中国、美国、欧洲抗震设计规范谱的比较探讨我国的抗震设计反应谱[J].震灾防御技术,2008,3(2):136-144.(YU Zhan,SHI Shu-zhong,SHEN Jian-wen,et al.Discussing the Seismic Response Spectrum of China from the Comparison of Seismic Codes of China,American and Europe[J].Technology for Earthquake Disaster Prevention,2008,3(2):136-144.)
[10]朱文静.中美建筑规范抗震相关条文的比较研究[D].武汉:华中科技大学,2008.(ZHU Wei-jing.Comparison Study of Provisions in Seismic Codes of China and American[D].Wuhan:Huazhong University of Science and Technology,2008.)
[11]罗开海,王亚勇.中美欧抗震设计规范地震动参数换算关系的研究[J].建筑结构,2006,36(8):103-107.(LUO Kai-hai,WANG Ya-yong.Research on Conversion Realationships Among the Parameters of Ground Motions in Seismic Design Codes of China,America and Europe[J].Building Struture,2006,36(8):103-107.)
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