[1]郭明珠,陈志伟,缪逸飞.近断层地震动作用下工程结构地震响应的研究进展[J].防灾科技学院学报,2017,19(02):17-25.
 Guo Mingzhu,Chen Zhiwei,Miu Yifei.Progress of Research on Structures Seismic Responses under Near-fault Ground Motions[J].JOURNAL OF INSTITUTE OF DISASTER PREVENTION,2017,19(02):17-25.
点击复制

近断层地震动作用下工程结构地震响应的研究进展()
分享到:

《防灾科技学院学报》[ISSN:1673-8047/CN:13-1377/P]

卷:
第19卷
期数:
2017年02期
页码:
17-25
栏目:
目次
出版日期:
2017-06-30

文章信息/Info

Title:
Progress of Research on Structures Seismic Responses under Near-fault Ground Motions
作者:
郭明珠陈志伟缪逸飞
北京工业大学,北京100124
Author(s):
Guo Mingzhu Chen Zhiwei Miu Yifei
Beijing University of Technology, Beijing 100124, China
关键词:
近断层地震动地震响应建筑结构建筑隔震结构桥梁结构地下结构
Keywords:
near-fault earthquake ground motion seismic response structures base-isolated structures bridges underground structures
分类号:
P315.9; TU352
文献标志码:
A
摘要:
介绍和概括了近年来国内外学者对近断层地震动作用下工程结构的地震响应问题的研究成果,以及近断层地震动作用下建筑结构、桥梁结构和地下结构动力响应的研究现状,并对当前近断层工程结构地震响应的相关研究进行探讨和展望。由于结构形式、受力荷载等不同,各类结构的地震响应也是不同的,但总体来说,工程结构对近断层地震动的响应是显著增大的。现阶段,近断层地震动作用下建筑结构及桥梁结构地震响应问题的研究工作开展的比较多,对于地下工程的研究相对较少,未来应着重关注对此方面的研究。
Abstract:
This paper presented the research achievements of the seismic responses of both engineer structures and the structures, bridges, as well as underground structures under near-fault ground motions made by domestic and foreign scholars in recent years. Besides, present and future researches on the engineer structures seismic responses were also discussed. The seismic responses of structures vary with the structure form and the stress load, but generally the response of structures to near-fault ground motions is prominently increasing. At present, despite more researches on the seismic responses of structures and bridges under near-fault ground motions, less has been done on the underground structures. Therefore, the latter should be brought into focus in future researches.

参考文献/References:

[1]Abraham son N A. Near-fault ground motions from the 1999 Chi-Chi earthquake Proc of U.S. Japan Workshop on the Effects of Near-Field Earthquake Shaking[C]. San Francisco, California, 2000.
[2]Aagaard B T, John F Hall, Thomas H Heaton. Characterization of Near Source Ground Motions with Earthquake Simulations[J]. Earthquake Spectra, 2001, 17(2): 177-207.
[3]Aktug, Demir B C, Lenk O, et al. Deformation during the 12 November 1999 Du zce, Turkey earthquake from GPS and In SAR data[J]. Bull Seism Soc Am, 2002, 92(5): 161-171.
[4]Delouis, Giardini B D, Lundgren P, et al. Joint inversion of InSAR GPS teleseismic and strong-motion data for the spatial and temporal distribution of earthquake slip:application to the 1999 Izmit main shock[J]. Bull Seism Soc Am, 2002, 92(12): 278-299.
[5]Heaton T H. The 1971 San Fernando earthquake:a double event[J]. Bull Seism Soc Am, 1982, 72: 2037-2062.
[6]Olsen K B, Madariaga R, Archuleta R J. Three-dimensional dynamic simulation of the 1992 Landers earthquake[J]. Science, 1997, 278(120): 834-838.
[7]Sekiguchi H, Iwata T. Rupture process of the 1999 Kocaeli, Turkey, earthquake estimated from strongmotion wave forms[J]. Bull Seism Soc Am, 2002, 92(2): 300-311.
[8]刘启方,袁一凡,金星.断层附近地面地震动空间分布[J].地震学报,2004,26(2):183-192.
[9]刘启方,袁一凡,金星等.近断层地震动的基本特征[J]地震工程与工程振动,2006,26(1):1-10.
[10]王海云,谢礼立.近断层强地震动的特点[J].哈尔滨工业大学学报,2006,38(12):2070-2072,2076.
[11]Malhotra Praveen K. Response of buildings to near-field pulse-like ground montions[J]. Earthquake Engineering and Structual Dynamics, 1999, 28(11): 1309-1326.
[12]Roeder C W, Macrae G A, Scott K. Seismic performance of older steel frame mill buildings[J] Joranal of Constructional Steel Research, 2002, 58: 759-777.
[13]Dicledi M, Buddaram S. Effect of isolator and ground motion characteristics on the performance of seismic-isolated bridges[J]. Earthquake Engineering and Structural Dynamics, 2006, 35(2): 233-250.
[14]卢明奇,田玉基,杨庆山.近断层地震作用下高层建筑结构地震响应分析[J]哈尔滨工业大学学报,2007:39(2):314-317.
[15]Hall J F, Heaton T H. Near-source Ground Motion and its Effects on Flexible Buildings[J]. Earthquake Spectra, 1995, 11(4): 569-605.
[16]Makris N, Chang S P. Effect of damping mechanisms on the response of seismically isolated structures[R]. Pacific Earthquake Engineering Research Center,1998.
[17]Alavi B, Krawinkler H. Consideration of near-fault ground motion effects in seismic design[C] Proceedings of 12 WCEE.Paper No.2665. Auckland,New Zealand: International Association for Earthquake Rngineering,2000.
[18]Mavroeidis G P, Dong G, Papageorgiou A S. Near-fault ground motions, and the response of elastic and inelastic single-degree-of-freedom (SDOF) systems[J]. Earthquake Engineering and Structural Dynamics, 2004, 33(9): 1023-1049.
[19]杨迪雄,赵岩.近断层地震动破裂向前方向性与滑冲效应对隔震建筑结构抗震性能的影响[J].地震学报,2010,32(5):579-587.
[20]Kalkan E, Kunnath S K. Effects of fling step and forward directivity on seismic response of bui-ldings[J]. Earthquake Spectra, 2006, 22(2): 36-390.
[21]李旭,Carlos E V,何敏娟.近断层地震动对高层建筑结构抗震性能的影响[J].同济大学学报(自然科学版),2012,40(1):14-21.
[22]韦韬.近断层速度脉冲对钢筋混凝土框架结构影响的研究[D].北京:中国地震局地球物理研究所,2005.
[23]江义,杨迪雄,李刚.近断层地震动向前方向性效应和滑冲效应对高层钢结构地震反应的影响[J].建筑结构学报,2010,31(9):103-110.
[24]Taborda R. Three dimensional nonlinear soil and site-city effects in urban regions[D]. Pittsburgh: Carnegie Mellon University, 2010.
[25]钟伟.近断层框架结构群地震响应分析[D].大连:大连理工大学,2015.
[26]祁皑.层间隔震技术评述[J].地震工程与工程振动,2004,24(6):114-120.
[27]李慧,包超,杜永峰.近场地震作用下不规则层间隔震结构的动力响应分析[J].地震工程学报,2013,35(1):51-55.
[28]殷伟希,李云华.近场地震动对基础隔震结构的影响[J].广东土木与建筑,2009,43(10):16-18.
[29]Makris N, Chang S P. Effect of damping mechanisms on the response of seismically isolated str-uctures[R]. Pacific Earthquake Engineering Research Center, 1998.
[30]罗伟.近断层地震作用下钢筋混凝土多层框架结构的响应分析[D].北京:北京交通大学,2008.
[31]Anderson J C, Bertero V V. Uncertainties in Establishing Design Earthquakes[J]. ASCE Journal of Structural Engineering, 1987, 113(8): 1709-1724.
[32]Hall J F, Heaton T H. Near-source Ground Motion and its Effects on Flexible Buildings[J]. Earthquake Spectra, 1995, 11(4): 569-605.
[33]杨迪雄,赵岩,李刚.近断层地震动运动特征对长周期结构地震响应的影响分析[J].防灾减灾工程学报,2007,27(2):133-140.
[34]谭平,殷伟希,张颖.近场地震下层间隔震偏心结构的减震控制[J].振动与冲击,2011,30(11):281-286.
[35]韩淼,张文会,朱爱东.近断层地震动对层间隔震结构动力响应影响分析[J].世界地震工程,2015,31(2):1-7.
[36]韩淼,张文会,朱爱东,等.不同层隔震结构在近断层地震作用下动力响应分析[J].振动与冲击,2016,35(5):120-124.
[37]Marano G C, Greco R. Efficiency of Base Isolation System in Structural Seismic Protection and Energetic Assessment[J]. Earthquake Engineering and Structural Dynamics, 2003, 32(11): 1505-1531.
[38]党育,霍凯成.近断层地震各因素对基础隔震结构的影响[J].武汉理工大学学报,2009,31(14):72-77.
[39]叶昆,李黎.近断层脉冲地震作用下偏心基础隔震结构的地震反应研究[J].工程力学,2009,26(7):163-169.
[40]贺秋梅.地震动的速度脉冲对结构反应及结构减隔震性能影响研究[D].北京:中国地震局地球物理研究所,2012.
[41]绳雯.近断层地震对基础隔震结构动力响应影响分析[D].北京:北京建筑工程学院,2012.
[42]包华,洪俊青.近断层地震作用下基础隔震结构的振动分析[J].工程抗震与加固改造,2011,33(6):38-44.
[43]李爱群,丁幼亮.工程结构抗震设计[M].北京:中国建筑工业出版社,2010.
[44]李英明,刘立平.工程结构的设计地震动[M].北京:科学出版社,2011.
[45]于淼,刘必灯,王伟.近断层桥梁直接震害分析[J].防灾科技学院学报,2016,18(2):41-52.
[46]周前.大跨度刚构桥近断层脉冲型地震动非线性反应分析[D].哈尔滨:哈尔滨工业大学,2008.
[47]孔德成.近断层地震动下百米高墩桥梁抗震性能[D].大连:大连海事大学,2009.
[48]鲍敏.近断层脉冲地震作用下简支梁桥反应分析[D].哈尔滨:哈尔滨工业大学,2010.
[49]乔敏源.近断层地震动作用下桥梁地震响应研究[D].北京:北京交通大学,2013.
[50]陈令坤,张楠,蒋丽忠,等.高速铁路桥梁方向脉冲型近断层地震反应分析[J].铁道工程学报,2013,30(9):40-46.
[51]孙兆敬.近断层地震动作用下简支梁桥反应分析[D].哈尔滨:哈尔滨工业大学,2013.
[52]Liao W I, Loh C H, Wan S, et al. Dynamic responses of bridges subjected to near-fault ground mot-ions[J]. Journal of the Chinese Institute of Engineers, 2000, 23(4): 455-464.
[53]李英勇,江辉,赵秋宇,等.近断层强震下高速公路RC连续梁桥的变形性能[J].公路交通科技,2013,30(8):81-101.
[54]王勇.近断层竖向地震动的特征及对连续梁桥的影响研究[D].成都:西南交通大学,2015.
[55]邢帆.钢管拱桥近断层地震响应及动力稳定研究[D].成都:西南交通大学,2006.
[56]段昕智,徐艳,李建中.近断层地震脉冲效应对大跨度桥梁地震响应的影响[J].石家庄铁道学院学报,2011,24(3):1-6,15.
[57]颜晓伟.近断层地震动作用下大跨斜拉桥的复杂地震响应研究[D].南京:东南大学,2015.
[58]丁幼亮,谢辉,耿方方,等.近断层地震动作用下多塔悬索桥的地震反应分析[J].工程力学,2015,32(7):38-46.
[59]王京哲,朱晞.近场地震速度脉冲下的反应谱加速度敏感区[J].中国铁道科学,2003,24(6):27-30.
[60]李新乐,朱晞.近断层地震速度脉冲效应对桥墩地震反应的影响[J].北方交通大学学报,2004,28(1):11-16.
[61]Phan V, Saiidi M S, Anderson J, et al. Near-fault ground motion effects on reinforced concrete bridge columns[J]. Journal of structural engineering, 2007, 133(7): 982-989.
[62]楚芹.脉冲型近断层地震作用下深水桥墩动力响应特性研究[D].北京:北京交通大学,2014.
[63]江辉,楚芹,崔禹婷.地震动脉冲参数对近断层区深水桥墩动力响应的影响分析[J].铁道学报,2015,37(8):80-90.
[64]王芳.近断层地震作用下高速铁路桥梁动力响应分析[D].哈尔滨:哈尔滨工业大学,2015.
[65]陈磊,陈国兴.近断层强地震动下双层竖向重叠地铁隧道的地震反应[J].防灾减灾工程学报,2008,28(4):399-408.
[66]卢志杰.隧道受震反应分析之研究[D].韩国:中央大学,2009.
[67]刘洋.近断层地铁隧道地震作用下动力响应数值模拟研究[D].北京:北京交通大学,2009.
[68]朱育才.近断层脉冲型地震动作用下隧道抗减震研究[D].重庆:重庆交通大学,2012.
[69]易谊.近断层脉冲型地震动下隧道动力响应规律研究[D].重庆:重庆交通大学,2014.
[70]陶连金,王文沛,张波,等.近断层地震动破裂向前方向性与滑冲效应对典型地铁车站结构动力响应的影响[J].地震工程与工程振动,2011,31(6):38-44.
[71]崔臻,盛谦,冷先伦,等.近断层地震动对大型地下洞室群地震响应的影响研究[J].岩土力学,2013,34(11):3213-3228.
[72]中华人民共和国住房和城乡建设部.城市轨道交通结构抗震设计规范.GB 50909—2014\[S\].中国标准出版社,2014.
[73]卢明奇.近断层地震作用下弹性位移反应谱的研究[J].四川大学学报(工程科学版),2008,40(2):8-12.

备注/Memo

备注/Memo:
收稿日期:2017-01-12 作者简介:郭明珠(1964—),男,博士,教授,主要从事工程抗震方面的研究。
更新日期/Last Update: 1900-01-01