HAZUS 99建筑震害预测方法中能力谱法的应用
|
摘要
介绍了美国联邦应急管理局和国家建筑科学研究所合作开发的HAZUS 99房屋建筑地震损失估计方法的结构部分,能力谱法是其中的关键。详细介绍了HAZUS 99结构部分的总体思路,最后指出了HAZUS 99采用能力谱法进行震害预测的意义。
The earthquake loss estimation methodology HAZUS 99 developed by Federal Emergency Management Agency(FEMA) was introduced.The application of capacity spectrum method is the key part of the building damage estimation process in HAZUS 99.The building damage estimation process was introduced.Finally,the significance of the application of capacity spectrum method in HAZUS 99 was pointed out.
The earthquake loss estimation methodology HAZUS 99 developed by Federal Emergency Management Agency(FEMA) was introduced.The application of capacity spectrum method is the key part of the building damage estimation process in HAZUS 99.The building damage estimation process was introduced.Finally,the significance of the application of capacity spectrum method in HAZUS 99 was pointed out.
引文
[1]方鄂华.高层建筑钢筋混凝土结构概念设计[M].北京:机械工业出版社,2004.
[2]钱稼茹,罗文斌.建筑结构基于位移的抗震设计[J].建筑结构,2001,31(4):3-6.
[3]罗文斌,钱稼茹.钢筋混凝土框架基于位移的抗震设计[J].土木工程学报,2003,36(5):22-29.
[4]田颖,钱稼茹,刘凤阁.在用RC框架结构基于位移的抗震性能评估[J].建筑结构,2001,31(7):53-56.
[5]王克峰,周云,赵彤.考虑结构地震损伤影响的能力谱分析方法[J].地震工程与工程振动,2003,23(2):96-101.
[6]何政,欧进萍.钢筋混凝土结构基于改进能力谱法的地震损伤性能设计[J].地震工程与工程振动,2000,20(2):31-38.
[7]叶献国.多层建筑结构抗震性能的近似估计———改进的能力谱方法[J].工程抗震,1998,12(4):10-14.
[8]侯钢领,何政,吴斌,等.钢筋混凝土结构的屈服位移Chopra能力谱损伤分析与性能设计[J].地震工程与工程振动,2001,21(3):29-35.
[9]王威,孙景江.基于改进能力谱方法的位移反应估计[J].地震工程与工程振动,2003,23(6):37-43.
[10]张巍,孟少平.混凝土结构基于位移的抗震能力设计[J].工程抗震,2002,9(3):5-9.
[11]张剑寒,刘志杰,王后裕.抗震设计中静力非线性分析方法对比研究[J].建筑结构,2011,41(S1).
[12]Federal Emergency Management Agency(FEMA).Earthquake loss estimation methodology HAZUS 99Service Release 2(SR2)technical manual[S].Washington,D.C.2001.
[13]Federal Emergency Management Agency(FEMA).Earthquake loss estimation methodology HAZUS 99Service Release 2(SR2)advanced engineeringbuilding module technical and user’s manual[S].Washington,D.C.2001.
[14]Federal Emergency Management Agency(FEMA).HAZUS 99 Estimated annualized earthquake losses forthe United States[S].FEMA 366.Washington,D.C.2001.
[15]National Institute of Building Sciences.A guide tousing HAZUS for mitigation[S].Washington,D.C.2002.
[16]中国地震局工程力学研究所.上海市浦东新区震害预测报告[R].哈尔滨,2003.
[17]Federal Emergency Management Agency(FEMA).NEHRP guidelines for the seismic rehabilitation ofbuildings[S].FEMA273.Washington,D.C.1996.
[2]钱稼茹,罗文斌.建筑结构基于位移的抗震设计[J].建筑结构,2001,31(4):3-6.
[3]罗文斌,钱稼茹.钢筋混凝土框架基于位移的抗震设计[J].土木工程学报,2003,36(5):22-29.
[4]田颖,钱稼茹,刘凤阁.在用RC框架结构基于位移的抗震性能评估[J].建筑结构,2001,31(7):53-56.
[5]王克峰,周云,赵彤.考虑结构地震损伤影响的能力谱分析方法[J].地震工程与工程振动,2003,23(2):96-101.
[6]何政,欧进萍.钢筋混凝土结构基于改进能力谱法的地震损伤性能设计[J].地震工程与工程振动,2000,20(2):31-38.
[7]叶献国.多层建筑结构抗震性能的近似估计———改进的能力谱方法[J].工程抗震,1998,12(4):10-14.
[8]侯钢领,何政,吴斌,等.钢筋混凝土结构的屈服位移Chopra能力谱损伤分析与性能设计[J].地震工程与工程振动,2001,21(3):29-35.
[9]王威,孙景江.基于改进能力谱方法的位移反应估计[J].地震工程与工程振动,2003,23(6):37-43.
[10]张巍,孟少平.混凝土结构基于位移的抗震能力设计[J].工程抗震,2002,9(3):5-9.
[11]张剑寒,刘志杰,王后裕.抗震设计中静力非线性分析方法对比研究[J].建筑结构,2011,41(S1).
[12]Federal Emergency Management Agency(FEMA).Earthquake loss estimation methodology HAZUS 99Service Release 2(SR2)technical manual[S].Washington,D.C.2001.
[13]Federal Emergency Management Agency(FEMA).Earthquake loss estimation methodology HAZUS 99Service Release 2(SR2)advanced engineeringbuilding module technical and user’s manual[S].Washington,D.C.2001.
[14]Federal Emergency Management Agency(FEMA).HAZUS 99 Estimated annualized earthquake losses forthe United States[S].FEMA 366.Washington,D.C.2001.
[15]National Institute of Building Sciences.A guide tousing HAZUS for mitigation[S].Washington,D.C.2002.
[16]中国地震局工程力学研究所.上海市浦东新区震害预测报告[R].哈尔滨,2003.
[17]Federal Emergency Management Agency(FEMA).NEHRP guidelines for the seismic rehabilitation ofbuildings[S].FEMA273.Washington,D.C.1996.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心