地震动时程选择方法与影响因素研究综述
|
摘要
介绍了我国现行建筑抗震设计规范中所用地震动时程记录的选择方法,并探讨目前地震动选择方案的合理性。介绍了震级、震中距和持时等因素在地震动时程选择过程中产生的影响,根据其基本原理及应用实践指出了其优缺点,并对这些优缺点进行了简要分析。
This paper introduced selection methods of ground motion time history from seismic design code in China and discussed rationality of selection methods at present.According to basic rules and applying of ground motion time history selection they analyzed advantages and disadvantages of it.They also pointed out influence caused by magnitude,epicenter distance and time-delay during selection.
This paper introduced selection methods of ground motion time history from seismic design code in China and discussed rationality of selection methods at present.According to basic rules and applying of ground motion time history selection they analyzed advantages and disadvantages of it.They also pointed out influence caused by magnitude,epicenter distance and time-delay during selection.
引文
[1]中华人民共和国住房和城乡建设部.GB50011—2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.
[2]顾祥林,张誉.用于抗震设计中的时程分析法[J].结构工程师,1992,7:70-71.
[3]王亚勇,刘小弟,程民宪.建筑结构时程分析法输入地震波的研究[J].建筑结构学报,1991,2:51-60.
[4]胡聿贤.地震工程学[M].北京:地震出版社,1988.
[5]Evangelos I,Katsanos,Anastasios G,et al.Selection of earthquake ground motion records:A state-of-the-art review from astructural engineering perspective[J].Soil Dynamics and Earthquake Engineering,2010,30:157-169.
[6]杨柏坡,窦立军.地震安全性评价和高层建筑的地震动输入[J].地震工程与工程振动,2000,20(1):35-41.
[7]Ellis L.Krinitzsky.How to obtain earthquake ground motions for engineering design[J].Engineering Geology,2002,65(1):1-16.
[8]窦立军,杨柏坡,雷艳,等.根据场地条件确定地震动时程的方法[J].世界地震工程,2001,17(2):46-52.
[9]王亚勇.结构抗震设计时程分析法中地震波的选择[J].工程抗震,1988,12(4):15-22.
[10]刘小弟,苏经宇.时程分析法使用的设计地震动选择方法与实例[J].建筑结构,1992,5:8-12.
[11]王亚勇,程民宪,刘小第.结构抗震时程分析方法输入地震记录的选择方法及其应用[J].建筑结构,1995,25(3):3-6.
[12]崔江余,杜修力.重大工程设定地震动确定[J].世界地震工程,2000,16(4):25-28.
[13]王国新,李宏男,赵真,等.结构动力反应分析中的地震动输入问题研究[J].沈阳建筑大学学报(自然科学版),2008,24:993-998.
[14]王博,潘文,崔辉辉,等.弹性时程分析时地震波选用的一种方法[J].河南科学,2010,28(8):971-974.
[15]Gang Wang.A ground motion selection and modification method capturing response spectrum characteristics and variability ofscenario earthquakes[J].Soil Dynamics and Earthquake Engineering,2011,31(4):611-625.
[16]Bommer J J,Acevedo A.The use of real earthquake accelerograms as input to dynamic analysis[J].Journal of Earthquake En-gineering,2004,8(1):43-91.
[17]Youngs R R,Power M S,Chin C C.Design ground library[C].In:Proceedings of the 8th national conference on earthquakeengineering.San Francisco,CA,2006,paper no.893.
[18]Iervolino I,Cornell C A.Record selection for nonlinear seismic analysis of structures[J].Earthquake Spe ctra,2005,21(3):685-713.
[19]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):14-20.
[20]Baker J,Cornell C A.A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon[J].Earthquake Engineering and Structural Dynamics,2005,34:1 193-1 217.
[21]杨溥,李英民,赖明.结构时程分析法输入地震波的选择控制指标[J].土木工程学报,2000,33(6):33-37.
[22]刘鸣,刘伯权,赖明.考虑结构低周疲劳特性后强震持时对结构反应的影响[J].世界地震工程,1994,11:30-34.
[23]杜修力,刘勇生.强震持时对钢筋混凝土结构地震累积破坏的影响[J].地震工程与工程振动,1992,12(3):65-70.
[24]Iervolino I,Maddaloni G,Cosenza E.Ground motion duration effects on nonlinear seismic response[J].Earthquake Engineeringand Structural Dynamics,2006,35:21-38.
[25]Hancock J,Bommer J J.A state-of-knowledge review of the influence of strong-motion duration on Structural damage[J].Earthquake Spectra,2006,22(3):827-845.
[26]肖明葵,刘纲,白绍良.基于能量反应的地震动输入选择方法讨论[J].世界地震工程,2006,22(3):89-94.
[27]叶献国,王德才.结构动力分析实际地震动输入的选择与能量评价[J].中国科学,2011,41(11):1430-1438.
[28]薄景山,李秀领,李山有.场地条件对地震动影响研究的若干进展[J].世界地震工程,2003,19(2):11-15.
[29]Kappos A J,Kyriakakis P.A re-evaluation of scaling techniques for natural records[J].Soil Dynamics and Earthquake Engi-neering,2000,20:111-123.
[30]Dhakal P R,Mander B J,Mashiko N.Identification of critical ground motions for seismic performance assessment of structures[J].Earthquake Engineering and Structural Dynamics,2006,35:989-1 008.
[2]顾祥林,张誉.用于抗震设计中的时程分析法[J].结构工程师,1992,7:70-71.
[3]王亚勇,刘小弟,程民宪.建筑结构时程分析法输入地震波的研究[J].建筑结构学报,1991,2:51-60.
[4]胡聿贤.地震工程学[M].北京:地震出版社,1988.
[5]Evangelos I,Katsanos,Anastasios G,et al.Selection of earthquake ground motion records:A state-of-the-art review from astructural engineering perspective[J].Soil Dynamics and Earthquake Engineering,2010,30:157-169.
[6]杨柏坡,窦立军.地震安全性评价和高层建筑的地震动输入[J].地震工程与工程振动,2000,20(1):35-41.
[7]Ellis L.Krinitzsky.How to obtain earthquake ground motions for engineering design[J].Engineering Geology,2002,65(1):1-16.
[8]窦立军,杨柏坡,雷艳,等.根据场地条件确定地震动时程的方法[J].世界地震工程,2001,17(2):46-52.
[9]王亚勇.结构抗震设计时程分析法中地震波的选择[J].工程抗震,1988,12(4):15-22.
[10]刘小弟,苏经宇.时程分析法使用的设计地震动选择方法与实例[J].建筑结构,1992,5:8-12.
[11]王亚勇,程民宪,刘小第.结构抗震时程分析方法输入地震记录的选择方法及其应用[J].建筑结构,1995,25(3):3-6.
[12]崔江余,杜修力.重大工程设定地震动确定[J].世界地震工程,2000,16(4):25-28.
[13]王国新,李宏男,赵真,等.结构动力反应分析中的地震动输入问题研究[J].沈阳建筑大学学报(自然科学版),2008,24:993-998.
[14]王博,潘文,崔辉辉,等.弹性时程分析时地震波选用的一种方法[J].河南科学,2010,28(8):971-974.
[15]Gang Wang.A ground motion selection and modification method capturing response spectrum characteristics and variability ofscenario earthquakes[J].Soil Dynamics and Earthquake Engineering,2011,31(4):611-625.
[16]Bommer J J,Acevedo A.The use of real earthquake accelerograms as input to dynamic analysis[J].Journal of Earthquake En-gineering,2004,8(1):43-91.
[17]Youngs R R,Power M S,Chin C C.Design ground library[C].In:Proceedings of the 8th national conference on earthquakeengineering.San Francisco,CA,2006,paper no.893.
[18]Iervolino I,Cornell C A.Record selection for nonlinear seismic analysis of structures[J].Earthquake Spe ctra,2005,21(3):685-713.
[19]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):14-20.
[20]Baker J,Cornell C A.A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon[J].Earthquake Engineering and Structural Dynamics,2005,34:1 193-1 217.
[21]杨溥,李英民,赖明.结构时程分析法输入地震波的选择控制指标[J].土木工程学报,2000,33(6):33-37.
[22]刘鸣,刘伯权,赖明.考虑结构低周疲劳特性后强震持时对结构反应的影响[J].世界地震工程,1994,11:30-34.
[23]杜修力,刘勇生.强震持时对钢筋混凝土结构地震累积破坏的影响[J].地震工程与工程振动,1992,12(3):65-70.
[24]Iervolino I,Maddaloni G,Cosenza E.Ground motion duration effects on nonlinear seismic response[J].Earthquake Engineeringand Structural Dynamics,2006,35:21-38.
[25]Hancock J,Bommer J J.A state-of-knowledge review of the influence of strong-motion duration on Structural damage[J].Earthquake Spectra,2006,22(3):827-845.
[26]肖明葵,刘纲,白绍良.基于能量反应的地震动输入选择方法讨论[J].世界地震工程,2006,22(3):89-94.
[27]叶献国,王德才.结构动力分析实际地震动输入的选择与能量评价[J].中国科学,2011,41(11):1430-1438.
[28]薄景山,李秀领,李山有.场地条件对地震动影响研究的若干进展[J].世界地震工程,2003,19(2):11-15.
[29]Kappos A J,Kyriakakis P.A re-evaluation of scaling techniques for natural records[J].Soil Dynamics and Earthquake Engi-neering,2000,20:111-123.
[30]Dhakal P R,Mander B J,Mashiko N.Identification of critical ground motions for seismic performance assessment of structures[J].Earthquake Engineering and Structural Dynamics,2006,35:989-1 008.
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