中美混凝土大坝抗震设计理论对比
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摘要
对比了中美两国混凝土坝抗震设计理论体系,分析了两国在抗震设计方面的差异,提出兼顾安全性和经济性的大坝抗震设计合理标准,为完善我国混凝土坝抗震设计理论提供借鉴。
It compares the theories of China and America in earthquake resistant design of large concrete dams,and analyzes the difference of earthquake resistant design between two countries,to provide reference for earthquake resistant design of large concrete dams in China. Reasonable dam aseismatic design standard considering both safety and economic behavior is put forward.
It compares the theories of China and America in earthquake resistant design of large concrete dams,and analyzes the difference of earthquake resistant design between two countries,to provide reference for earthquake resistant design of large concrete dams in China. Reasonable dam aseismatic design standard considering both safety and economic behavior is put forward.
引文
[1]胡少伟.大坝结构抗震安全评价与减震技术亟待加强[J].中国水利,2008(11).
[2]林皋.混凝土大坝抗震安全评价的发展趋向[J].防灾减灾工程学报,2006,26(1).
[3]陈厚群.高拱坝抗震设计研究进展[J].中国水利,2000(9).
[4]United States Committee on Large Dams(USCOLD).Updated Guidelines for Selecting Seismic Parameters for Dam Progects[M].Denver,United States,1999.
[5]林皋,陈健云.混凝土大坝的抗震安全评价[J].水利学报,2001(2).
[6]Kolsky,H.,Sress waves in solids[M].New York:Dover Publications,1963.
[7]金峰,张楚汉,王光纶.结构地基相互作用的有限元—边界元—无限边界元耦合模型[J].清华大学学报,1993,33(2).
[8]杜修力,陈厚群,侯顺载.拱坝系统三维非线性地震波动分析[J].地震工程与工程振动,1996,16(3).
[9]李建波,陈健云,林皋.无限地基-结构动力相互作用分析的分区递归时域算法研究[J].工程力学,2005,22(5).
[10]胡少伟,苗同臣.结构振动理论及其应用[M].北京:中国建筑工业出版社,005.
[11]周建平,陈观福,党林才.我国高坝抗震安全评价的现状与挑战[J].水利学报,2007(增刊).
[12]胡少伟,陆俊.混凝土材料非线性对拱坝抗震安全评定的影响研究[J].水力发电学报,2009(5).
[13]Hilbert,LBL,Jr.YW,Cook NGW.A new discontinuous finite element method for interaction of many deformable bodies in geome-chanices[A].In:Pro8th int cof comp meth,Adv.Geomech,1994,931～936.
[14]Hu Shaowei.Structural Integrity Assessment and Large Deformation Analysis Theory[M].Yellow River Conservancy Press.2006.
[2]林皋.混凝土大坝抗震安全评价的发展趋向[J].防灾减灾工程学报,2006,26(1).
[3]陈厚群.高拱坝抗震设计研究进展[J].中国水利,2000(9).
[4]United States Committee on Large Dams(USCOLD).Updated Guidelines for Selecting Seismic Parameters for Dam Progects[M].Denver,United States,1999.
[5]林皋,陈健云.混凝土大坝的抗震安全评价[J].水利学报,2001(2).
[6]Kolsky,H.,Sress waves in solids[M].New York:Dover Publications,1963.
[7]金峰,张楚汉,王光纶.结构地基相互作用的有限元—边界元—无限边界元耦合模型[J].清华大学学报,1993,33(2).
[8]杜修力,陈厚群,侯顺载.拱坝系统三维非线性地震波动分析[J].地震工程与工程振动,1996,16(3).
[9]李建波,陈健云,林皋.无限地基-结构动力相互作用分析的分区递归时域算法研究[J].工程力学,2005,22(5).
[10]胡少伟,苗同臣.结构振动理论及其应用[M].北京:中国建筑工业出版社,005.
[11]周建平,陈观福,党林才.我国高坝抗震安全评价的现状与挑战[J].水利学报,2007(增刊).
[12]胡少伟,陆俊.混凝土材料非线性对拱坝抗震安全评定的影响研究[J].水力发电学报,2009(5).
[13]Hilbert,LBL,Jr.YW,Cook NGW.A new discontinuous finite element method for interaction of many deformable bodies in geome-chanices[A].In:Pro8th int cof comp meth,Adv.Geomech,1994,931～936.
[14]Hu Shaowei.Structural Integrity Assessment and Large Deformation Analysis Theory[M].Yellow River Conservancy Press.2006.
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