抗震设计谱的发展及相关问题综述
|
摘要
抗震设计谱是地震荷载的表征和工程抗震设计的基础。首先对国内外抗震设计反应谱的发展、演变进行了阐述,指出现今反应谱理论以及在此基础上建立的抗震设计谱所取得的进展;总结了被广泛使用的各种抗震设计谱所存在的问题,指出了解决问题的可能途径,简要介绍了双规准反应谱的概念和统一设计谱的思想;探讨了抗震设计谱的发展趋势以及所涉及的新课题。
Seismic design spectra,which can represent the ground motion load,are the basis of engineering aseismatic design of structures.Firstly,the evolution of the seismic design spectra at home and abroad is reviewed,achievements in the theory of response spectrum and the seismic design of structures are pointed out.Secondly,questions involved in design spectra of earthquake action provisions in main countries and regions are analyzed, concept of binormalized response spectrum and the theory of uniform design spectrum are introduced.Lastly,suggestions of development guidelines and of future research,as well as limitations for the seismic design spectra are put forward.
Seismic design spectra,which can represent the ground motion load,are the basis of engineering aseismatic design of structures.Firstly,the evolution of the seismic design spectra at home and abroad is reviewed,achievements in the theory of response spectrum and the seismic design of structures are pointed out.Secondly,questions involved in design spectra of earthquake action provisions in main countries and regions are analyzed, concept of binormalized response spectrum and the theory of uniform design spectrum are introduced.Lastly,suggestions of development guidelines and of future research,as well as limitations for the seismic design spectra are put forward.
引文
[1]胡聿贤.地震工程学[M].地震出版社,1988.
[2]沈聚敏,周锡元,高小旺,刘晶波.抗震工程学[M].中国建筑工业出版社,2000.
[3]高小旺,龚思礼,苏经宇,易方民.建筑抗震设计规范理解与应用[M].中国建筑工业出版社,2002.
[4]IAEE.Regulations for seismic design:A world list[M].International Association for Earthquake Engineering,1996.
[5]GB50011-2001,建筑抗震设计规范[S].北京:中国建筑工业出版社,2001.
[6]郭明珠,陈厚群.场地类别划分与抗震设计反应谱的讨论[J].世界地震工程,2003,19(2):108-111.
[7]赵斌,王亚勇.关于《建筑抗震设计规范》GB50011-2001中设计反应谱的几点讨论[J].工程抗震,2003,1:13-14,29.
[8]耿淑伟.抗震设计规范中地震作用的规定[D].哈尔滨:中国地震局工程力学研究所,2005.
[9]谢礼立.地震工程研究的基本任务及其传统与非传统的研究领域[R].2005年国家自然科学基金委工程与材料学部十一五战略研究研讨会报告,2005.
[10]Biot MA.A mechanical analyzer for predition of earthquake stress[J].Bull.Seism.Soc.Am.,1941,31(1):151-171.
[11]刘恢先.论地震力[A].刘恢先地震工程学论文选集[C],地震出版社,1992:3-22.
[12]Housner G W.Behaviourof structures during earthquakes[J].ASCE,1959,85(EM4):109-129.
[13]Clough R,Pension J.Dynamics of Structures[M].New York,McGraw Hill,1993.
[14]周锡元.土质条件对建筑物所受地震荷载的影响[A].中国科学院工程力学研究所地震工程研究报告集[C],第二集,科学出版社,1965.
[15]陈达生.关于地面运动最大加速度与加速度反应谱的若干资料[A].中国科学院工程力学研究所地震工程研究报告集[C],第二集,科学出版社,1965.
[16]章在墉,居荣初.关于标准加速度反应谱问题[A].中国科学院土木建筑研究所地震工程报告集[C],第一集,科学出版社,1965.
[17]Hayashi S,Tsuchida H,Kurata E.Average response spectra for various subsoil conditions[A].Third Joint Meeting,US-Japan Panel on Windand Seismic Effects[C],UJNR,Tokyo,1971.
[18]Kuribayashi E,Iwasaki T,Iida Y,Tuji K.Effects of seismic and subsoil conditions on earthquake response spectra[A].Proc.InternationalConf.Microzonation[C],Seattle,Wash.,1972,499-512.
[19]Seed HB,Ugas C,Lysmer J.Site-dependent spectra for earthquake resistance design[J].Bull.Seism.Soc.Am.,1976,66(1):221-243.
[20]Mohraz B.A study of earthquake response spectra for different geological conditions[J].Bull.Seism.Soc.Am.,1976,66(3):915-935.
[21]陈达生,卢荣俭,谢礼立.抗震建筑的设计反应谱[A].中国科学院工程力学研究所地震工程研究报告集[C],第三集,科学出版社,1977.
[22]周锡元,王广军,苏经宇.场地分类和平均反应谱[J].岩土工程学报,1984,6(5):59-68.
[23]郭玉学,王治山.随场地指数连续变化的标准反应谱[J].地震工程与工程振动,1991,11(4):39-50.
[24]薄景山.场地分类和设计反应谱调整方法研究[D].哈尔滨:中国地震局工程力学研究所,1998.
[25]孙平善,于吉泰,刘艺林.场地分类和地震动参数调整研究[A].第五届全国地震工程会议论文集[C],1998,157-161.
[26]窦立军,杨柏坡.场地分类新方法的研究[J].地震工程与工程振动,2001,21(4):10-17.
[27]李小军,彭青.不同类别场地地震动参数的计算分析[J].地震工程与工程振动,2001,21(1):29-36.
[28]周雍年.震级、震中距和场地条件对地面运动反应谱的影响[J].地震工程与工程振动,1984,4(4):14-21.
[29]周锡元,苏经宇.烈度、震中距和场地条件对地面运动反应谱的影响[J].地震工程与工程动,1983,3(2):29-43.
[30]Boore DM,Joyner WB,Fumal TE.Equations for estimating horizontal response spectra and peak acceleration from Western North Americanearthquakes:a summary of recent work[J].Seismological Research Letters,1997,68(1):128-153.
[31]Joyner WB,Boore DM.Prediction of earthquake response spectra[R].US Geol.Surv.Open File Report 82-977,1982.
[32]Mohraz B.Influences of the magnitude of the earthquake and the duration of strong motion on earthquake response spectra[A].Proc.CentralAm.Conf.on Earthquake Eng.[C],San Salvador,El Salvador,1978.
[33]王亚勇,王理,刘小弟.不同阻尼比长周期抗震设计反应谱研究[J].工程抗震,1990,6(1):38-41.
[34]马东辉,李虹,苏经宇,周锡元.阻尼比对设计反应谱的影响分析[J].工程抗震,1995,11(4):35-40.
[35]谢礼立,周雍年,胡成祥,于海英.地震动反应谱的长周期特性[J].地震工程与工程振动,1990,10(1):1-19.
[36]江近仁,陆钦年,孙景江.强震运动加速度反应谱的统计特性[J].地震工程与工程振动,1991,11(2):19-27.
[37]翁大根,徐植信.上海地区抗震设计反应谱研究[J].同济大学学报,1993,21(1):9-21.
[38]俞言祥,胡聿贤.关于上海市《建筑抗震设计规程》中长周期设计反应谱的讨论[J].地震工程与工程振动,2000,20(1):27-34.
[39]于海英,周雍年.SMART-1台站记录的长周期反应谱特性[J].地震工程与工程振动,2002,22(6):8-11
[40]王君杰,范立础.规范反应谱长周期部分修正方法的探讨[J].土木工程学报,1998,31(6):49-55.
[41]Bozorgnia Y,Niazi M,Campbell KW.Observed spectral characteristics of vertical ground motion recorded during worldwide earthquakes from1957 to 1995[A].Proceedings of the 12thWCEE[C],New Zealand,2000,No.2671.
[42]Bozorgnia Y,Campbell KW.The vertical-to-horizontal response spectral ratio and tentative procedures for developing simplified V/Hand ver-tical design spectra[J].Earthquake Engineering,2004,8(2):175-207.
[43]石树中,沈建文,楼梦麟.基岩场地地面运动加速度反应谱统计特性[J].同济大学学报,2002,30(11):1300-1304.
[44]周雍年,周正华,于海英.设计反应谱长周期区段的研究[J].地震工程与工程振动,2004,24(2):15-18.
[45]耿淑伟,陶夏新.地震动加速度反应谱竖向分量与水平向分量的比值[J].地震工程与工程振动,2004,24(5):33-38.
[46]吴健,高孟潭.场地相关设计反应谱特征周期的统计分析[J].中国地震,2004,20(3):263-268.
[47]李英民,赖明,白绍良.基于三参数模型的双向水平地震动相关设计反应谱研究[J].世界地震工程,2002,18(4):5-10.
[48]胡进军,谢礼立.地震动幅值沿深度变化研究[J].地震学报,2005,27(1):68-78.
[49]胡进军,谢礼立.地下地震动频谱特点研究[J].地震工程与工程振动,2004,24(6):1-8.
[50]薄景山,李秀领,刘德东,刘红帅.土层结构对反应谱特征周期的影响[J].地震工程与工程振动,2003,23(5):42-45.
[51]孙锐,袁晓铭.砂土液化对设计反应谱和场地分类的影响[J].地震工程与工程振动,2003,23(5):46-52.
[52]朱东生,虞庐松,陈兴冲.地震动强度对场地地震反应的影响[J].世界地震工程,2005,21(2):115-119.
[53]俞言祥,高孟潭.台湾集集地震近场地震动的上盘效应[J].地震学报,2001,23(6):615-621.
[54]Abrahamson NA,Somerville PG.Effects of the hanging wall and footwall on ground motions recorded during the Northridge Earthquake[J].Bull.Seismol.Soc.Am.,86(1B):93-99.
[55]Loh CH,Lee ZK,Wu TC,Peng SY.Ground motion characteristics of the Chi-Chi Earthquake of 21 September 1999[J].Earthquake Engi-neering and Structural Dynamics,2000,29(6):867-897.
[56]Wang GQ,Zhou XY,Zhang PZ,Igel H.Characteristics of amplitude and during for near fault strong ground motion from the 1999 Chi-Chi,Taiwan Earthquake[J].Soil Dynamics and Earthquake Engineering,2002,22(1):73-96.
[57]Shabestari KT,Yamazaki F.Near-fault spatial variation in strong ground motion due to rupture directivity and Hanging wall effects from the Chi-Chi,Taiwan Earthquake[J].Earthquake Engineering and Structural Dynamics,2003,32(14):2197-2219.
[58]Somerville PG,Smith NFW,Graves R.Modification of Empirical Strong Ground Motion Attenuation Relations to Include the Amplitude and Dura-tion Effects of Rupture Directivity[J].Seis.Res.Lett.,1997,68(1):199-222.
[59]Rodriguez-Marek A.Near Fault Seismic Site Response[D].Ph.D.Thesis,Civil Engineering,University of California,Berkeley,2000.
[60]Xu Longjun,Xie Lili.Characteristics of Frequency Content of Near-Fault Ground Motions duringthe Chi-Chi Earthquake[J].Acta Seismolog-ica Sinica,2005,18(6):707-716.
[61]李新乐,朱睎.抗震设计规范之近断层中小地震影响[J].工程抗震,2004,20(4):43-46.
[62]徐龙军.统一抗震设计谱理论及其应用[D].哈尔滨:哈尔滨工业大学,2006.
[63]龚思礼,王广军.中国建筑抗震设计规范发展回顾[A].中国工程抗震研究四十年[C],地震出版社,1989.121-126.
[64]尹之潜,王开顺.抗震规范中地震作用计算方法的演变[A].中国工程抗震研究四十年[C].地震出版社,1989.132-137.
[65]Newmark NM,Blume JA,Kapur KK.Seismic design criteria for nuclear power plants[J].J.Power Div.,ASCE,1973,99(PO2):287-303.
[66]Borcherdt RD.Estimates of site-dependent response spectra for design[J].Earthquake Spectra,1994,10(4):617-653.
[67]Seed RB,Dickenson SE,Mok CM.Recent lessons regarding seismic response analyses of soft and deep clay sites[A].Proc.4thJapan-USWorkshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefaction[C],1992,I:131-145.
[68]Robert EB,David RB.The seismic provisions of the 1997 Uniform Building Code[J].Earthquake Spectra,2000,16(1):85-100.
[69]William TH.The 1997 NEHRP recommended provisions for seismic regulations for newbuildings and other structures[J].Earthquake Spectra,2000,16(1):101-114.
[70]Chopra AK.Dynamics of structures:Theory and Application to Earthquake Engineering[M].Prentice-Hall,NJ,1995:197-204.
[71]GB18306-2001,中国地震动参数区划图[S].北京:中国建筑工业出版社,2001.
[72]胡聿贤主编.《中国地震动参数区划图》宣贯教材[M].中国标准出版社,2001.
[73]廖振鹏,李大华.设计地震动反应谱的标定[R].地震区划专题研究阶段报告,No.1,1987.
[74]王国新,陶夏新,姜海燕.反应谱特征参数的提取及其变化规律研究[J].世界地震工程,2001,17(2):73-78.
[75]李小军,彭青,刘文忠.设计地震动参数确定中的场地影响考虑[J].世界地震工程,2000,17(4):34-41.
[76]陈国兴.中国建筑抗震设计规范的演变与展望[J].防灾减灾工程学报,2003,23(1):102-113.
[77]Mohraz B.Recent studies of earthquake ground motion and amplification[A].Proc.10thWorld Conf.Earthquake Eng.[C],Madrid,Spain,1992.6695-6704.
[78]Mohsen T,Farzaneh H.Influence of earthquake source parameters and damping on elastic response spectra for Iranian Earthquakes[J].Engi-neering Structures,2002,24(8):933-943.
[79]Xu L,Xie L.Bi-normalized response spectral characteristics of the Chi-Chi Earthquake[J].Earthquake Engineering and Engineering Vibra-tion,2004,3(2):147-155.
[80]徐龙军,谢礼立,郝敏.简谐波地震动反应谱研究[J].工程力学,2005,22(5):7-13.
[81]马宁.地震动频谱周期参数研究[D].哈尔滨:哈尔滨工业大学,2005.
[82]Rathje EM,Abrahamon NA,Bray JD.Simplified frequency content estimates of earthquake ground motions[J].J.Geotech.Eng.Div.,ASCE,1998,124(2):150-159.
[83]Rathje EM,Faraj F,Russell S,Bray JD.Empirical relationships for frequency content parameters of earthquake ground motions[J].EarthquakeSpectra,2004,20(1):119-144.
[2]沈聚敏,周锡元,高小旺,刘晶波.抗震工程学[M].中国建筑工业出版社,2000.
[3]高小旺,龚思礼,苏经宇,易方民.建筑抗震设计规范理解与应用[M].中国建筑工业出版社,2002.
[4]IAEE.Regulations for seismic design:A world list[M].International Association for Earthquake Engineering,1996.
[5]GB50011-2001,建筑抗震设计规范[S].北京:中国建筑工业出版社,2001.
[6]郭明珠,陈厚群.场地类别划分与抗震设计反应谱的讨论[J].世界地震工程,2003,19(2):108-111.
[7]赵斌,王亚勇.关于《建筑抗震设计规范》GB50011-2001中设计反应谱的几点讨论[J].工程抗震,2003,1:13-14,29.
[8]耿淑伟.抗震设计规范中地震作用的规定[D].哈尔滨:中国地震局工程力学研究所,2005.
[9]谢礼立.地震工程研究的基本任务及其传统与非传统的研究领域[R].2005年国家自然科学基金委工程与材料学部十一五战略研究研讨会报告,2005.
[10]Biot MA.A mechanical analyzer for predition of earthquake stress[J].Bull.Seism.Soc.Am.,1941,31(1):151-171.
[11]刘恢先.论地震力[A].刘恢先地震工程学论文选集[C],地震出版社,1992:3-22.
[12]Housner G W.Behaviourof structures during earthquakes[J].ASCE,1959,85(EM4):109-129.
[13]Clough R,Pension J.Dynamics of Structures[M].New York,McGraw Hill,1993.
[14]周锡元.土质条件对建筑物所受地震荷载的影响[A].中国科学院工程力学研究所地震工程研究报告集[C],第二集,科学出版社,1965.
[15]陈达生.关于地面运动最大加速度与加速度反应谱的若干资料[A].中国科学院工程力学研究所地震工程研究报告集[C],第二集,科学出版社,1965.
[16]章在墉,居荣初.关于标准加速度反应谱问题[A].中国科学院土木建筑研究所地震工程报告集[C],第一集,科学出版社,1965.
[17]Hayashi S,Tsuchida H,Kurata E.Average response spectra for various subsoil conditions[A].Third Joint Meeting,US-Japan Panel on Windand Seismic Effects[C],UJNR,Tokyo,1971.
[18]Kuribayashi E,Iwasaki T,Iida Y,Tuji K.Effects of seismic and subsoil conditions on earthquake response spectra[A].Proc.InternationalConf.Microzonation[C],Seattle,Wash.,1972,499-512.
[19]Seed HB,Ugas C,Lysmer J.Site-dependent spectra for earthquake resistance design[J].Bull.Seism.Soc.Am.,1976,66(1):221-243.
[20]Mohraz B.A study of earthquake response spectra for different geological conditions[J].Bull.Seism.Soc.Am.,1976,66(3):915-935.
[21]陈达生,卢荣俭,谢礼立.抗震建筑的设计反应谱[A].中国科学院工程力学研究所地震工程研究报告集[C],第三集,科学出版社,1977.
[22]周锡元,王广军,苏经宇.场地分类和平均反应谱[J].岩土工程学报,1984,6(5):59-68.
[23]郭玉学,王治山.随场地指数连续变化的标准反应谱[J].地震工程与工程振动,1991,11(4):39-50.
[24]薄景山.场地分类和设计反应谱调整方法研究[D].哈尔滨:中国地震局工程力学研究所,1998.
[25]孙平善,于吉泰,刘艺林.场地分类和地震动参数调整研究[A].第五届全国地震工程会议论文集[C],1998,157-161.
[26]窦立军,杨柏坡.场地分类新方法的研究[J].地震工程与工程振动,2001,21(4):10-17.
[27]李小军,彭青.不同类别场地地震动参数的计算分析[J].地震工程与工程振动,2001,21(1):29-36.
[28]周雍年.震级、震中距和场地条件对地面运动反应谱的影响[J].地震工程与工程振动,1984,4(4):14-21.
[29]周锡元,苏经宇.烈度、震中距和场地条件对地面运动反应谱的影响[J].地震工程与工程动,1983,3(2):29-43.
[30]Boore DM,Joyner WB,Fumal TE.Equations for estimating horizontal response spectra and peak acceleration from Western North Americanearthquakes:a summary of recent work[J].Seismological Research Letters,1997,68(1):128-153.
[31]Joyner WB,Boore DM.Prediction of earthquake response spectra[R].US Geol.Surv.Open File Report 82-977,1982.
[32]Mohraz B.Influences of the magnitude of the earthquake and the duration of strong motion on earthquake response spectra[A].Proc.CentralAm.Conf.on Earthquake Eng.[C],San Salvador,El Salvador,1978.
[33]王亚勇,王理,刘小弟.不同阻尼比长周期抗震设计反应谱研究[J].工程抗震,1990,6(1):38-41.
[34]马东辉,李虹,苏经宇,周锡元.阻尼比对设计反应谱的影响分析[J].工程抗震,1995,11(4):35-40.
[35]谢礼立,周雍年,胡成祥,于海英.地震动反应谱的长周期特性[J].地震工程与工程振动,1990,10(1):1-19.
[36]江近仁,陆钦年,孙景江.强震运动加速度反应谱的统计特性[J].地震工程与工程振动,1991,11(2):19-27.
[37]翁大根,徐植信.上海地区抗震设计反应谱研究[J].同济大学学报,1993,21(1):9-21.
[38]俞言祥,胡聿贤.关于上海市《建筑抗震设计规程》中长周期设计反应谱的讨论[J].地震工程与工程振动,2000,20(1):27-34.
[39]于海英,周雍年.SMART-1台站记录的长周期反应谱特性[J].地震工程与工程振动,2002,22(6):8-11
[40]王君杰,范立础.规范反应谱长周期部分修正方法的探讨[J].土木工程学报,1998,31(6):49-55.
[41]Bozorgnia Y,Niazi M,Campbell KW.Observed spectral characteristics of vertical ground motion recorded during worldwide earthquakes from1957 to 1995[A].Proceedings of the 12thWCEE[C],New Zealand,2000,No.2671.
[42]Bozorgnia Y,Campbell KW.The vertical-to-horizontal response spectral ratio and tentative procedures for developing simplified V/Hand ver-tical design spectra[J].Earthquake Engineering,2004,8(2):175-207.
[43]石树中,沈建文,楼梦麟.基岩场地地面运动加速度反应谱统计特性[J].同济大学学报,2002,30(11):1300-1304.
[44]周雍年,周正华,于海英.设计反应谱长周期区段的研究[J].地震工程与工程振动,2004,24(2):15-18.
[45]耿淑伟,陶夏新.地震动加速度反应谱竖向分量与水平向分量的比值[J].地震工程与工程振动,2004,24(5):33-38.
[46]吴健,高孟潭.场地相关设计反应谱特征周期的统计分析[J].中国地震,2004,20(3):263-268.
[47]李英民,赖明,白绍良.基于三参数模型的双向水平地震动相关设计反应谱研究[J].世界地震工程,2002,18(4):5-10.
[48]胡进军,谢礼立.地震动幅值沿深度变化研究[J].地震学报,2005,27(1):68-78.
[49]胡进军,谢礼立.地下地震动频谱特点研究[J].地震工程与工程振动,2004,24(6):1-8.
[50]薄景山,李秀领,刘德东,刘红帅.土层结构对反应谱特征周期的影响[J].地震工程与工程振动,2003,23(5):42-45.
[51]孙锐,袁晓铭.砂土液化对设计反应谱和场地分类的影响[J].地震工程与工程振动,2003,23(5):46-52.
[52]朱东生,虞庐松,陈兴冲.地震动强度对场地地震反应的影响[J].世界地震工程,2005,21(2):115-119.
[53]俞言祥,高孟潭.台湾集集地震近场地震动的上盘效应[J].地震学报,2001,23(6):615-621.
[54]Abrahamson NA,Somerville PG.Effects of the hanging wall and footwall on ground motions recorded during the Northridge Earthquake[J].Bull.Seismol.Soc.Am.,86(1B):93-99.
[55]Loh CH,Lee ZK,Wu TC,Peng SY.Ground motion characteristics of the Chi-Chi Earthquake of 21 September 1999[J].Earthquake Engi-neering and Structural Dynamics,2000,29(6):867-897.
[56]Wang GQ,Zhou XY,Zhang PZ,Igel H.Characteristics of amplitude and during for near fault strong ground motion from the 1999 Chi-Chi,Taiwan Earthquake[J].Soil Dynamics and Earthquake Engineering,2002,22(1):73-96.
[57]Shabestari KT,Yamazaki F.Near-fault spatial variation in strong ground motion due to rupture directivity and Hanging wall effects from the Chi-Chi,Taiwan Earthquake[J].Earthquake Engineering and Structural Dynamics,2003,32(14):2197-2219.
[58]Somerville PG,Smith NFW,Graves R.Modification of Empirical Strong Ground Motion Attenuation Relations to Include the Amplitude and Dura-tion Effects of Rupture Directivity[J].Seis.Res.Lett.,1997,68(1):199-222.
[59]Rodriguez-Marek A.Near Fault Seismic Site Response[D].Ph.D.Thesis,Civil Engineering,University of California,Berkeley,2000.
[60]Xu Longjun,Xie Lili.Characteristics of Frequency Content of Near-Fault Ground Motions duringthe Chi-Chi Earthquake[J].Acta Seismolog-ica Sinica,2005,18(6):707-716.
[61]李新乐,朱睎.抗震设计规范之近断层中小地震影响[J].工程抗震,2004,20(4):43-46.
[62]徐龙军.统一抗震设计谱理论及其应用[D].哈尔滨:哈尔滨工业大学,2006.
[63]龚思礼,王广军.中国建筑抗震设计规范发展回顾[A].中国工程抗震研究四十年[C],地震出版社,1989.121-126.
[64]尹之潜,王开顺.抗震规范中地震作用计算方法的演变[A].中国工程抗震研究四十年[C].地震出版社,1989.132-137.
[65]Newmark NM,Blume JA,Kapur KK.Seismic design criteria for nuclear power plants[J].J.Power Div.,ASCE,1973,99(PO2):287-303.
[66]Borcherdt RD.Estimates of site-dependent response spectra for design[J].Earthquake Spectra,1994,10(4):617-653.
[67]Seed RB,Dickenson SE,Mok CM.Recent lessons regarding seismic response analyses of soft and deep clay sites[A].Proc.4thJapan-USWorkshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefaction[C],1992,I:131-145.
[68]Robert EB,David RB.The seismic provisions of the 1997 Uniform Building Code[J].Earthquake Spectra,2000,16(1):85-100.
[69]William TH.The 1997 NEHRP recommended provisions for seismic regulations for newbuildings and other structures[J].Earthquake Spectra,2000,16(1):101-114.
[70]Chopra AK.Dynamics of structures:Theory and Application to Earthquake Engineering[M].Prentice-Hall,NJ,1995:197-204.
[71]GB18306-2001,中国地震动参数区划图[S].北京:中国建筑工业出版社,2001.
[72]胡聿贤主编.《中国地震动参数区划图》宣贯教材[M].中国标准出版社,2001.
[73]廖振鹏,李大华.设计地震动反应谱的标定[R].地震区划专题研究阶段报告,No.1,1987.
[74]王国新,陶夏新,姜海燕.反应谱特征参数的提取及其变化规律研究[J].世界地震工程,2001,17(2):73-78.
[75]李小军,彭青,刘文忠.设计地震动参数确定中的场地影响考虑[J].世界地震工程,2000,17(4):34-41.
[76]陈国兴.中国建筑抗震设计规范的演变与展望[J].防灾减灾工程学报,2003,23(1):102-113.
[77]Mohraz B.Recent studies of earthquake ground motion and amplification[A].Proc.10thWorld Conf.Earthquake Eng.[C],Madrid,Spain,1992.6695-6704.
[78]Mohsen T,Farzaneh H.Influence of earthquake source parameters and damping on elastic response spectra for Iranian Earthquakes[J].Engi-neering Structures,2002,24(8):933-943.
[79]Xu L,Xie L.Bi-normalized response spectral characteristics of the Chi-Chi Earthquake[J].Earthquake Engineering and Engineering Vibra-tion,2004,3(2):147-155.
[80]徐龙军,谢礼立,郝敏.简谐波地震动反应谱研究[J].工程力学,2005,22(5):7-13.
[81]马宁.地震动频谱周期参数研究[D].哈尔滨:哈尔滨工业大学,2005.
[82]Rathje EM,Abrahamon NA,Bray JD.Simplified frequency content estimates of earthquake ground motions[J].J.Geotech.Eng.Div.,ASCE,1998,124(2):150-159.
[83]Rathje EM,Faraj F,Russell S,Bray JD.Empirical relationships for frequency content parameters of earthquake ground motions[J].EarthquakeSpectra,2004,20(1):119-144.
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