基于能量抗震设计简介
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摘要
基于能量抗震设计是以能量平衡为基础,通过结构的能量方程,分析地震能量输入、转化和耗散,从而控制能量转化途径。本文主要介绍了基于能量抗震设计中结构总输入能量、能量分配、阻尼耗能、滞回耗能的计算方法等。探讨了基于能量抗震设计方法存在的不足以及未来发展趋势。
Earthquake-resistant calculation method for buildings based on energy balance is based on energy balance,through the energy equation,and analyze the input energy of earthquake,conversion and dissipation,so as to control ways of energy conversion.The main contents of this paper are introduced the calculation method of the total input energy in the earthquake,energy distribution,damping energy and hysteretic energy in earthquake-resistant calculati-on method for buildings based on energy balance.And,this paper discusses the existing shortage and alternative in the future of earthquake-resistant calculation method for buildings based on energy balance.
Earthquake-resistant calculation method for buildings based on energy balance is based on energy balance,through the energy equation,and analyze the input energy of earthquake,conversion and dissipation,so as to control ways of energy conversion.The main contents of this paper are introduced the calculation method of the total input energy in the earthquake,energy distribution,damping energy and hysteretic energy in earthquake-resistant calculati-on method for buildings based on energy balance.And,this paper discusses the existing shortage and alternative in the future of earthquake-resistant calculation method for buildings based on energy balance.
引文
[1]魏新磊.耗能减震结构能量设计方法[D].天津:天津大学,2003.
[2]Housner G.Limit design of structures to resist earthquakes[C]//Proceedings of the 1st World Conference on Earthquake Engineer-ing,1956:1-12.
[3]Housner G W.Behavior of structures during earthquake[J].Jour-nal of the Engineering Mechanics Division,ASCE,1959,85(4):109-129.
[4]Akiyama H.Earthquake resistant limit state design for buildings[M].Tokyo:University of Tokyo Press,1985.
[5]程光煜.基于能量抗震设计理论及其在钢支撑框架结构中的应用[D].北京:清华大学,2007.
[6]Amador Teran.Performance-based earthquake-resistant design offramed buildings using energy concepts[D].University of Califor-nia at Berkeley,1996.
[7]Chou CC,Uang CM.Evaluation of site-specific energy demand forbuilding structures[C]//Proceedings of the seventh U.S.NationalConference on Earthquake Engineering,2002.
[8]Chou Chung-Che.An energy-based seismic evaluation procedurefor moment-resisting frames[D].University of California.San Die-go,2001.
[9]Kent Richard Estes.An energy method for seismic design[D].U-niversity of Southern California.2003.
[10]肖明葵,刘波,白绍良.抗震结构总输入能量及其影响因索分析[J].重庆建筑大学学报,1996,18(2):21-33.
[11]白绍良,黄宗明,肖明葵.结构抗震设计的能量分析方法研究述评[J].建筑结构,1997,24(4):54-58.
[12]黄宗明,白绍良,赖明.结构地震反应时程分析中的阻尼问题评述[J].地震工程与工程振动,1996,16(2):95-105.
[13]欧进萍,吴斌,龙旭.耗能减振结构的抗震设计方法[J].地震工程与工程振动,1998,18(2):98-107.
[14]周云,徐彤,周福霖.抗震与减震结构的能量分析方法研究与应用[J].地震工程与工程振动,1999,19(4):133-139.
[15]魏新磊,周云,于敬海,等.基于结构能量分析的抗震设计新方法的研究[J].世界地震工程,2003,19(3):62-67.
[16]周云,周福霖.耗能减震体系的能量设计法[J].世界地震工程,1997,14(4):7-13.
[17]Ye L P,Otani S.Maximum seismic displacement of inelastic sys-tems based on energy concept[J].Earthquake Engineering&Structural Dynamics,1999,28(12):1483-1499.
[18]公茂盛,谢礼立.绝对和相对输入能量谱对比及延性系数的影响研究[J].地震学报,2005,27(6):666-676.
[19]公茂盛,谢礼立,章文波.地震动输入能量衰减规律的研究[J].地震工程与工程振动,2003,23(3):15-24.
[20]公茂盛,翟长海,谢礼立,等.地震动滞回能量谱衰减规律研究[J].地震工程与工程振动,2004,24(2):8-14.
[21]Paulay T,Priestley,M J N.Seismic Design of Reinforced Concreteand Masonry Buildings[M].New York:John Wiley&Sons,1992.
[22]范立础,卓为东.桥梁延性抗震设计[M].北京:人民交通出版社,2001.
[23]エネルギーの釣合いに基づく耐震計算法の技術基準解説及び計算例とその解説,日本建築センター,2005.7.
[24]エネルギーの釣合いに基づく耐震計算法等の構造計算を定める件,国土交通省公示第631号,2005.6.1.
[2]Housner G.Limit design of structures to resist earthquakes[C]//Proceedings of the 1st World Conference on Earthquake Engineer-ing,1956:1-12.
[3]Housner G W.Behavior of structures during earthquake[J].Jour-nal of the Engineering Mechanics Division,ASCE,1959,85(4):109-129.
[4]Akiyama H.Earthquake resistant limit state design for buildings[M].Tokyo:University of Tokyo Press,1985.
[5]程光煜.基于能量抗震设计理论及其在钢支撑框架结构中的应用[D].北京:清华大学,2007.
[6]Amador Teran.Performance-based earthquake-resistant design offramed buildings using energy concepts[D].University of Califor-nia at Berkeley,1996.
[7]Chou CC,Uang CM.Evaluation of site-specific energy demand forbuilding structures[C]//Proceedings of the seventh U.S.NationalConference on Earthquake Engineering,2002.
[8]Chou Chung-Che.An energy-based seismic evaluation procedurefor moment-resisting frames[D].University of California.San Die-go,2001.
[9]Kent Richard Estes.An energy method for seismic design[D].U-niversity of Southern California.2003.
[10]肖明葵,刘波,白绍良.抗震结构总输入能量及其影响因索分析[J].重庆建筑大学学报,1996,18(2):21-33.
[11]白绍良,黄宗明,肖明葵.结构抗震设计的能量分析方法研究述评[J].建筑结构,1997,24(4):54-58.
[12]黄宗明,白绍良,赖明.结构地震反应时程分析中的阻尼问题评述[J].地震工程与工程振动,1996,16(2):95-105.
[13]欧进萍,吴斌,龙旭.耗能减振结构的抗震设计方法[J].地震工程与工程振动,1998,18(2):98-107.
[14]周云,徐彤,周福霖.抗震与减震结构的能量分析方法研究与应用[J].地震工程与工程振动,1999,19(4):133-139.
[15]魏新磊,周云,于敬海,等.基于结构能量分析的抗震设计新方法的研究[J].世界地震工程,2003,19(3):62-67.
[16]周云,周福霖.耗能减震体系的能量设计法[J].世界地震工程,1997,14(4):7-13.
[17]Ye L P,Otani S.Maximum seismic displacement of inelastic sys-tems based on energy concept[J].Earthquake Engineering&Structural Dynamics,1999,28(12):1483-1499.
[18]公茂盛,谢礼立.绝对和相对输入能量谱对比及延性系数的影响研究[J].地震学报,2005,27(6):666-676.
[19]公茂盛,谢礼立,章文波.地震动输入能量衰减规律的研究[J].地震工程与工程振动,2003,23(3):15-24.
[20]公茂盛,翟长海,谢礼立,等.地震动滞回能量谱衰减规律研究[J].地震工程与工程振动,2004,24(2):8-14.
[21]Paulay T,Priestley,M J N.Seismic Design of Reinforced Concreteand Masonry Buildings[M].New York:John Wiley&Sons,1992.
[22]范立础,卓为东.桥梁延性抗震设计[M].北京:人民交通出版社,2001.
[23]エネルギーの釣合いに基づく耐震計算法の技術基準解説及び計算例とその解説,日本建築センター,2005.7.
[24]エネルギーの釣合いに基づく耐震計算法等の構造計算を定める件,国土交通省公示第631号,2005.6.1.
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