近断层地震动特征及其对工程结构影响的研究进展
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摘要
简要介绍近断层方向性效应、滑冲效应、上盘效应和显著竖向地面运动等近断层地震动主要特征及成因;概括总结近断层水平和竖向地震作用下工程结构地震响应的研究进展;在此基础上,对目前国内外抗震设计规范中考虑近断层地震影响有关规定进行了介绍和概况总结。提出关于近断层上盘效应引起的脉冲特性以及地震动的随机特性的发生机理等问题的研究仍不够深入,近断层地震作用下已有的结构振动控制技术的安全性和有效性有待进一步确认和验证。建议关注近断层加速度脉冲、竖向及转动分量作用下的工程结构地震响应,可结合地震断层破裂过程的数值仿真技术来弥补近断层地震记录数量的不足,以更好地研究近断层地震动特性及工程结构地震响应,为未来结构抗震设计及评估中考虑近断层地震动效应的影响和规范修订提供参考。
Researches on the cause of formation and attributes of some near-fault earthquake ground motion characteristics such as directivity effect,fling-step effect,hanging-wall effect and prominent vertical ground motion are briefly introduced; the research progress of seismic responses of engineering structures induced by near-fault horizontal and vertical seismic ground motions are summarized separately and comprehensively. The seismic resistant design guidelines or codes considering the engineering effect of near-fault ground motions all over the world is introduced on the basis of the investigation of seismic behavior of engineering structures imposed by near-fault motions. Further investigation on the formation mechanism of pulse attribute resulted from near-fault hanging-wall effect and stochastic property of near-fault motions should be conducted in future. Confirmation and validation should be performed on the safety and effectiveness of structural vibration control technology imposed on engineering structures excited by nearfault motions. It is recommended that seismic responses of engineering structures imposed on acceleration pulse,vertical and rotational components should be paid more attention. Numerical simulation technology of formation and development process of the seismogenic fault can be employed to remedy the lack of near-fault seismic records and to investigate near-fault seismic attributes and engineering structural responses. It is believed that the summarization and discussion in this paper will provide references for considering the influence of near-fault effects and criterion modification of future engineering design and evaluation.
Researches on the cause of formation and attributes of some near-fault earthquake ground motion characteristics such as directivity effect,fling-step effect,hanging-wall effect and prominent vertical ground motion are briefly introduced; the research progress of seismic responses of engineering structures induced by near-fault horizontal and vertical seismic ground motions are summarized separately and comprehensively. The seismic resistant design guidelines or codes considering the engineering effect of near-fault ground motions all over the world is introduced on the basis of the investigation of seismic behavior of engineering structures imposed by near-fault motions. Further investigation on the formation mechanism of pulse attribute resulted from near-fault hanging-wall effect and stochastic property of near-fault motions should be conducted in future. Confirmation and validation should be performed on the safety and effectiveness of structural vibration control technology imposed on engineering structures excited by nearfault motions. It is recommended that seismic responses of engineering structures imposed on acceleration pulse,vertical and rotational components should be paid more attention. Numerical simulation technology of formation and development process of the seismogenic fault can be employed to remedy the lack of near-fault seismic records and to investigate near-fault seismic attributes and engineering structural responses. It is believed that the summarization and discussion in this paper will provide references for considering the influence of near-fault effects and criterion modification of future engineering design and evaluation.
引文
[1]Aki Keiiti,Richards Paul G.Quantitative seismology,theory and methods[M].San Francisco,CA:W.H.Freemen and Company,1980:220-345.
[2]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.(LIU Qifang,YUAN Yifan,JIN Xing,et al.Basic characteristics of near-fault ground motion[J].Earthquake Engineering and Engineering Vibration,2006,26(1):1-10.(in Chinese))
[3]Mavroeidis George P,Papageorgiou Apostolos S.A mathematical representation of near-fault ground motions[J].Bulletin of the Seismological Society of America,2003,93(3):1099-1131.
[4]Bray Jonathan D,Rodriguez-Marek Adrian.Characterization of forward-directivity ground motions in the near-fault region[J].Soil Dynamics and Earthquake Engineering,2004,24(11):815-828.
[5]Stewart J P,Chiou S J,Bray J D,et al.Ground motion evaluation procedures for performance-based design[R].EER-2001/09.Berkeley,CA:University of California,Berkeley,2001.
[6]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.(WANG Haiyun,XIE Lili.Characteristics of near-fault strong ground motions[J].Journal of Harbin Institute of Technology,2006,38(12):2070-2072.(in Chinese))
[7]Housner G W,Hudson D E.The Port Hueneme earthquake of March 18,1957[J].Bulletin of the Seismological Society of America,1958,48(2):163-168.
[8]Bolt B A.The San Fernando Valley earthquake of February 9,1971:data on seismic hazards[J].Bulletin of the Seismological Society of America,1971,61(2):501-510.
[9]Bertero V V,Herrera R A,Mahin S A.Establishment of design earthquake:evaluation of present methods[C]//Proceedings of the International Symposium on Earthquake Structural Engineering.Volume 1.Franklin Y.St.Louis:University of Missouri,1976:551-580.
[10]Bertero V V,Mahin S A,Hrrera R A.A seismic design implications of near-fault San Fernando earthquake records[J].Earthquake Engineering and Structural Dynamics,1978,6(1):31-42.
[11]Baker J W.Quantitative classification of near-fault ground motions using wavelet analysis[J].Bulletin of the Seismological Society of America,2007,97(5):1486-1501.
[12]Mostafa Tazarv.Quantitative identification of near-fault ground motion using Baker’s method,an application for March 2011 Japan M 9.0 earthquake[R].Tehran:Sharif University of Technology,2011.
[13]Prabhat Kumar,Ashwani Kumar,Pandey A D.Characteristics of near-fault ground motion of Dharamsala earthquake of 1986[C]//Proceedings of ISETGJ 2012.Paper No.A013.Roorkee:Indian Society of Earthquake Technology,2012.
[14]Mavroeidis G P,Papageorgiou A S.Near-source strong ground motion:characteristics and design issues[C]//Proceedings of the Seventh U.S.National Conference on Earthquake Engineering(7NCEE).Boston:The Earthquake Engineering Research Institute,2002:21-25.
[15]Vladimir Graizer,Douglas Dreger.Seismological implications of the ground motion data from the 2003San Simeon earthquake[C]//Proceedings of SMIP04Seminar on Utilization of Strong-Motion Data.Sacramento:The California Geological Survey,2004:25-40.
[16]谢俊举,温增平,李小军,等.基于小波方法分析汶川地震近断层地震动的速度脉冲特性[J].地球物理学报,2012,55(6):1963-1972.(XIE Junju,WEN Zengping,LI Xiaojun,et al.Analysis of velocity pulses for near-fault strong motions from the Wenchuan earthquake based on wavelet method[J].Chinese Journal of Geophysics,2012,55(6):1963-1972.(in Chinese))
[17]Somerville P G.Characterizing near fault ground motion for the design and evaluation of bridges[C]//Proceedings of the Third National Seismic Conference and Workshop on Bridges and Highways.Nimis Roland,Bruneau Michel.Oregon:Federal Highway Administration,Western Resource Center,Multidisciplinary Center for Earthquake Engineering Research,2002:137-149.
[18]Krawinkler H,Alavi B.Development of improved design procedures for near fault ground motions[C]//SMIP98,Seminar on Utilization of Strong-Motion Data.Oakland,California:California Division of Mines and Geology,1998:1-22.
[19]Sasani M,Bertero V V.Importance of severe pulsetype ground motions in performance-based engineering:historical and critical review[C]//Proceedings of12WCEE.Paper No.1302.Auckland,New Zealand:International Association for Earthquake Engineering,2000.
[20]Mollaioli F,Silvia B,Luis D Decanini,Giuliano F Panza.Characterization of the dynamic response of structures to damaging pulse-type near-fault ground motions[J].Meccanica,2006,41(1):23-46.
[21]Hall John F,Heaton Thomas H,Halling-Marvin W,Wald David J.Near-source ground motion and its effects on flexible buildings[J].Earthquake Spectra,1995,11(4):569-605.
[22]Alavi B,Krawinkler H.Consideration of near-fault ground motion effects in seismic design[C]//Proceedings of 12WCEE.Paper No.2665.Auckland,New Zealand:International Association for Earthquake Engineering,2000.
[23]Makris N,Chang Shih-Po.Effect of damping mechanisms on the response of seismically isolated structures[R].PEER Report 1998/06.Berkeley,CA:Pacific Earthquake Engineering Research Center,University of California,Berkeley,1998:9-56.
[24]Alavi B,Krawinkler H.Effect of near-fault ground motions on the response to frame structures[C]//Proceedings of ASCE Structural Congress.Avent R Richard,Alawady Mohamed.Reston,VA:American Society of Civil Engineeirng,1999:79-82.
[25]李新乐,朱晞.近断层地震动等效速度脉冲研究[J].地震学报,2004,26(6):634-643.(LI Xinle,ZHU Xi.Study on equivalent velocity pulse of nearfault ground motions[J].Acta Seismologica Sinica,2004,26(6):634-643.(in Chinese))
[26]Menun C,Fu Q.An analytical model for near-fault ground motions and the response of MDOF systems[C]//Proceedings of the 12th European Conference on Earthquake Engineering.Paper No.647.Chan A H C.London:Elsevier,2002.
[27]Agrawal A K,He W L.A closed-form approximation of near-fault ground motion pulses for flexible structures[C]//Proceedings of the 15th ASCE Engineering Mechanics Conference.New York,NY:Columbia University,2002:1-12.
[28]田玉基,杨庆山,卢明奇.近断层脉冲型地震动的模拟方法[J].地震学报,2007,29(1):77-84.(TIAN Yuji,YANG Qingshan,LU Mingqi.Simulation method of near-fault pulse-type ground motion[J].Acta Seismologica Sinica,2007,29(1):77-84.(in Chinese))
[29]Zhang Yunfeng,Iwan W D.Active interaction control of tall buildings subjected to near-field ground motions[J].Journal of Structural Engineering,ASCE,2002,128(1):69-79.
[30]Somerville Paul G.Magnitude scaling of the near fault rupture directivity pulse[J].Physics of the Earth and Planetary Interiors,2003,137(1):201-212.
[31]徐龙军,谢礼立.集集地震近断层地震动频谱特性[J].地震学报,2005,27(6):656-665.(XU Longjun,XIE Lili.Characteristics of frequency content of near-fault ground motions during the Chi-Chi earthquake[J].Acta Seismologica Sinica,2005,27(6):656-665.(in Chinese))
[32]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.
[33]Rajesh Rupakhety.Evaluation of equivalent to predict the inelastic response of genetic frames subjected to near-fault ground motions[D].Ticinum:Istituto Universitario di Studi Superiori di Pavia,2008:125-256.
[34]武钢,翟长海,李爽,等.大跨越输电塔-线体系的近场脉冲型地震反应分析[J].工程力学,2013,30(6):77-82.(WU Gang,ZHAI Changhai,LI Shuang,et al.Seismic response of large crossing transmission tower-line system subjected to near-fault ground motions[J].Engineering Mechanics,2013,30(6):77-82.(in Chinese))
[35]Loh C H,Wan S,Liao W Y.Effects of hysteretic model on seismic demands:consideration of near-fault ground motions[J].The Structural Design of Tall Buildings,2002,11(3):155-169.
[36]Malhotra Praveen K.Response of buildings to near-field pulse-like ground motions[J].Earthquake Engineering and Structural Dynamics,1999,28(11):1309-1326.
[37]Chen Shen-Ming,Loh Chin-Hsiung.Estimating permanent ground displacement from near-fault strong-motion accelerograms[J].Bulletin of the Seismological Society of America,2007,97(1B):63-75.
[38]Abrahamson N A,Somerville P G.Effects of the hanging wall and footwall on ground motions recorded during the Northridge earthquake[J].Bulletin of the Seismological Society of America,1996,86(1B):93-99.
[39]喻言祥,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.(YU Yanxiang,GAO Mengtan.Effects of the hanging wall and footwall on peak acceleration during the Chi-Chi earthquake,Taiwan[J].Acta Seismologica Sinica,2001,23(6):615-621.(in Chinese))
[40]谢俊举,温增平,高孟潭,等.2008汶川地震近断层竖向与水平向地震动特征[J].地球物理学报,2010,53(8):1796-1805.(XIE Junju,WEN Zengping,GAO Mengtan,et al.Characteristics of near-fault vertical and horizontal ground motion from the 2008Wenchuan earthquake[J].Chinese Journal of Geophysics,2010,53(8):1796-1805.(in Chinese))
[41]Papazoglou A J,Elnashai A S.Analytical and fileld evidence of the damaging effect of vertical earthquake ground motion[J].Earthquake Engineering and Structural Dynamics,1996,25(10):1109-1137.
[42]Ma K F,Mon J,Lee S J,et al.Spatial and temporal distribution of slip for the 1999 Chi-Chi,Taiwan earthquake[J].Bulletin of the Seismological Society of America,2001,91(5):1069-1087.
[43]Niazi M,Bozorgnia Y M.Behavior of near source peak vertical and horizontal ground motion over SMART-1array,Taiwan[J].Bulletin of the Seismological Society of America,1991,81(3):715-732.
[44]Sharma Mukat L.Attenuation relationship for estimation of peak ground vertical acceleration using from strong motion arrays in India[C]//Proceedings of 12WCEE.Paper No.1964.Auckland,New Zealand:International Association for Earthquake Engineering,2000.
[45]Ambraseys N N,Douglus J.Near-field horizontal and vertical earthquake ground motions[J].Soil Dynamics and Earthquake Engineering,2003,23(1):1-18.
[46]Ambraseys N N,Simpson K A.Prediction of vertical response spectra in Europe[J].Earthquake Engineering and Structural Dynamics,1996,25(4):401-412.
[47]王国权.921台湾集集地震的近断层地面运动特征[D].北京:中国地震局地质研究所,2001:52-113.(WANG Guoquan.The characteristics of near fault ground motion caused by the 1999,Chi-Chi,Taiwan,earthquake[D].Beijing:Institute of Geology,China Earthquake Administration,2001:52-113.(in Chinese))
[48]周正华,周雍年,卢滔,等.竖向地震动特性研究[J].地震工程与工程振动,2003,23(3):25-29.(ZHOU Zhenghua,ZHOU Yongnian,LU Tao,et al.Study of characteristics of vertical ground motion[J].Earthquake Engineering and Engineering Vibration,2003,23(3):25-29.(in Chinese))
[49]贾俊峰,欧进萍.近断层竖向与水平向加速度反应谱比值特征[J].地震学报,2010,32(1):41-50.(JIA Junfeng,OU Jinping.Vertical-to-horizontal acceleration response spectrum ratio of near-fault ground motion[J].Acta Seismologica Sinica,2010,32(1):41-50.(in Chinese))
[50]Dimitriu P,Kalogeras I,Theodulidis N.Evidence of nonlinear site response in horizontal-to-vertical spectral ratio from near-field earthquakes[J].Soil Dynamics and Earthquake Engineering,1999,18(6):423-435.
[51]石树中,沈建文,楼梦麟.基岩场地强地面运动加速度反应谱统计特征[J].同济大学学报,2002,30(11):1300-1304.(SHI Shuzhong,SHEN Jianwen,LOU Menglin.Statistic features of response spectra of acceleration strong ground motion at rock sites[J].Journal of Tongji University,2002,30(11):1300-1304.(in Chinese))
[52]周正华,周雍年,赵刚.强震近场加速度峰值比和反应谱统计分析[J].地震工程与工程振动,2002,22(3):15-18.(ZHOU Zhenghua,ZHOU Yongnian,ZHAO Gang.Statistical analysis of peak ratios and response spectra of near-field accelerations[J].Earthquake Engineering and Engineering Vibration,2002,22(3):15-18.(in Chinese))
[53]贾俊峰,欧进萍.近断层竖向地震动峰值特征[J].地震工程与工程振动,2009,29(1):44-49.(JIA Junfeng,OU Jinping.Peak amplitude characteristics of vertical seismic ground motions in near-fault regions[J].Journal of Earthquake Enginering and Engineering Vibration,2009,29(1):44-49.(in Chinese))
[54]Lee W H K,Shin T C,Kuo K W,et al.CWB freefield strong ground motion data from the 921 Chi-Chi earthquake:processed acceleration files on CD-ROM,strong-motion data series CD-001[R/CD].Taipei:Seismological Observation Center,2001.
[55]Jadhav M B,Jangid R S.Response of base-isolated liquid storage tanks to near-fault motions[J].Structural Engineering and Mechanics,2006,23(6):615-634.
[56]Jones L,Aki K,Boore D.The magnitude 6.7Northridge,California earthquake of 17 January 1994[J].Science,1994,266(5184):389-397.
[57]Somerville P G.Seismic hazard evaluation[C]//Proceedings of 12WCEE.Paper No.2833.Auckland,New Zealand:International Association for Earthquake Engineering,2000.
[58]Bertero V V,Anderson J C,Sasani M.Impulse earthquake ground motions:a historical and critical review[C]//Proceedings of the 1999 ASCE Structures Congress.Reston,VA:ASCE,1999:91-94.
[59]Hoel K H,Svendsen B T.The effect of near-fault earthquakes on a high-rise structure in the Oslo area[R].Trondheim:Norwegian University of Science and Technology,2012:37-117.
[60]廖文义,罗俊雄,万绚.隔震桥梁承受近断层地震之反应分析[J].地震工程与工程振动,2001,21(4):102-108.(LIAO Wenyi,LOH Chin Hsiung,WAN Shiuan.Responses of isolated bridges subjected to near-fault ground motions[J].Earthquake Engineering and Engineering Vibration,2001,21(4):102-108.(in Chinese))
[61]Murat Dicleli,Srikanth Buddaram.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.
[62]Alavi-Shushtari Babak.Effects of near-fault ground motions on frames structures[D].Stanfrod,USA:The Department of Civil and Environmental Engineering,Stanfrod University,2000:89-201.
[63]Huang C T.Considerations of multimode structural response for near-field earthquakes[J].Journal of Engineering Mechanics,2003,129(4):458-467.
[64]Berton Stefano,Infanti S,Castellano M G,Hikosaka H.Self-centring capacity of seismic isolation systems[J].Structural Control and Health Monitoring,2007,14(6):895-914.
[65]Iwan Wilfred D,Huang Ching-Tung,Guyader Andrew C.Important features of the response of inelastic structures to near-field ground motions[C]//Proceedings of12WCEE.Paper No.1740.Auckland,New Zealand:International Association for Earthquake Engineering,2000.
[66]Shin Ming-Hsiang,Chen Chang-Liang,Sung Wen-Pei.Collapse analysis of building structures under excitation of near-fault ground motion with consideration of large deformation and displacement[J].The Structural Design of Tall and Special Buildings,2007,16(2):165-180.
[67]Makris Nicos,Black Cameron J.Evaluation of peak ground velocity as a good intensity measure for nearsource ground motions[J].Journal of Engineering Mechanics,2004,130(9):1032-1044.
[68]Zhang Yushan,Hu Yuxian,Zhao Fengxin,Liang Jianwen,Yang Caihong.Identification of acceleration pulses in near-fault ground motion using the EMD method[J].Earthquake Engineering and Engineering Vibration,2005,4(2):201-212.
[69]Tong Mai,Rzhevsky Vladimir,Dai Junwu,Lee George C,Qi Jincheng,Qi Xiaozhai.Near-fault ground motions with prominent acceleration pulses:pulse characteristics and ductility demand[J].Earthquake Engineering and Engineering Vibration,2007,6(3):215-223.
[70]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.(JIANG Yi,YANG Dixiong,LI Gang.Effects of forward directivity and fling step of near-faulg ground motions on seismic responses of high-rise steel structure[J].Journal of Building Structures,2010,31(9):103-110.(in Chinese))
[71]Park S W,Ghasemi H,Shen J,Somerville P G,Yen W P,Yashinsky M.Simulation of the seismic performance of the Bolu Viaduct subjected to near-fault ground motions[J].Earthquake Engineering and Structural Dynamics,2004,33(13):1249-1270.
[72]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.(YANG Dixiong,ZHAO Yan.Effects of rupture forward directivity and fling step of near-fault ground motions on seismic performance of base-isolated building structure[J].Acta Seismologica Sinica,2010,32(5):579-587.(in Chinese))
[73]韩淼,段燕玲,孙欢,等.近断层地震动特征参数对基础隔震结构地震响应的影响分析[J].土木工程学报,2013,46(6):8-13.(HAN Miao,DUAN Yanling,SUN Huan,et al.Influence of characteristics parameters of near-fault ground motions on the seismic responses of base-isolated structures[J].China Civil Engineering Journal,2013,46(6):8-13.(in Chinese))
[74]Makris Nicos,Chang Shih-Po.Effect of viscous,viscoplastic and friction damping on the response of seismic isolated structures[J].Earthquake Engineering and Structural Dynamics,2000,29(1):85-107.
[75]杨迪雄,李刚,程耿东.近断层地震动作用下基础隔震结构的一体化动力优化设计[J].建筑结构学报,2006,27(1):42-49.(YANG Dixiong,LI Gang,CHENG Gengdong.Integrated dynamic optimum design of base-isolated structure subjected to near-fault ground motions[J].Journal of Building Structures,2006,27(1):42-49.(in Chinese))
[76]Makris Nicos.Rigidity-plasticity-viscosity:can electrorheological dampers protect base isolated structures from near-source ground motions?[J]Earthquake Engineering and Structural Dynamics,1997,26(5):571-591.
[77]Panchal V R,Jangid R S.Variable friction pendulum system for near-fault ground motions[J].Structural Control and Health Monitoring,2007,15(4):568-584.
[78]Dicleli Murat.Supplemental elastic stiffness to reduce isolator displacements for seismic-isolated bridges in near-fault zones[J].Engineering Structures,2007,29(5):763-775.
[79]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.(TAN Ping,YIN Weixi,ZHANG Ying.Seismic control of inter-story isolated eccentric structure subjected to near-field ground motion[J].Journal of Vibration and Shock,2011,30(11):281-286.(in Chinese))
[80]Yang Jann N,Agrawal Anil K.Semi-active hybrid control systems for nonlinear buildings against near field earthquakes[J].Engineering Structures,2002,24(3):271-280.
[81]Nagarajaiah S,Narasimhan S.Seismic control of smart base isolated buildings with new semiactive variable damper[J].Earthquake Engineering and Structural Dynamics,2007,36(6):729-749.
[82]李黎,胡紫东,聂肃非,等.基于近断层地震LRB桥梁支座屈服力优化[J].振动与冲击,2011,30(6):134-138.(LI Li,HU Zidong,NIE Sufei,et al.Optimum yield strength of LRB for isolated bridges under near-fault earthquake[J].Journal of Vibration and Shock,2011,30(6):134-138.(in Chinese))
[83]李慧,王亚楠,杜永峰.近场脉冲型地震动作用下TMD-基础隔震混合控制结构的减震效果分析[J].地震工程学报,2013,35(2):208-212.(LI Hui,WANG Yanan,DU Yongfeng.An effectiveness analysis on hybrid control system of tuned mass damper-base isolation under near-fault pulse-like ground motion[J].China Earthquake Engineering Journal,2013,35(2):208-212.(in Chinese))
[84]Alhamaydeh Mohammad H,Barakat Samer A,Abed Farid H.Multiple regression modeling of natural rubber seismic isolation systems with supplemental viscous damping for near-filed ground motion[J].Journal of Civil Engineering and Management,2013,19(5):665-682.
[85]Chang Shuenn-Yih,Li Yeou-Fong,Loh Chin-Hsiung.Experimental study of seismic behavior of as-built and carborn fiber reinforced plastics repaired reinforced concrete bridge columns[J].Journal of Bridge Engineering,2004,9(4):391-402.
[86]Wu Chiun-Lin,Loh Chin-Hsiung,Yang Yuan-Sen.Shake table tests on gravity load collapse of lowductility RC frames under near-fault earthquake excitation[C]//Proceedings of the First International Conference on Advances in Experimental Structural Engineering.Kyoto,Japan:Ichiryusha Publication,2005:725-732.
[87]Dai Junwu,Qi Xiaozhai,Tong Mai,Lee George C,Rzhevsky Vladimir.Near-fault ground motions with prominant acceleration pulses:part II:shaking table evaluation of structural response and damage under acceleration pulses[C]//Proceedings of the Fourth International Conference on Earthquake Engineering.Paper No.143.Yeh Chau Shioung.Taipei:Research Center on Earthquake Engineering,2006.
[88]Phan V,Saiidi M,Anderson J,Ghasemi H.An exploratory experimental study of near-fault ground motion effects on reinforced concrete bridge columns[C]//Proceedings of the 100th Anniversary Earthquake Conference,Commemorating the 1906 San Francisco Earthquake.Paper No.377.San Francisco:Seismological Society of America,2006.
[89]Hart G C,Huang S,Lobo R,Stewart J.Influence of vertical ground motion on special moment-resisting frames:parametric analytical investigations of ground motion and structural response,Northridge Earthquake of January 17,1994[R].Paper No.SAC95-05.Sacramento,California:Earthquake Engineering Research Center,1995.
[90]于翔,钱七虎,赵跃堂,等.地铁工程结构破坏的竖向地震力影响分析[J].解放军理工大学学报(自然科学版),2001,2(3):75-77.(YU Xiang,QIAN Qihu,ZHAO Yuetang,et al.Analysis of vertical earthquake influence on damage to subway structures[J].Journal of PLA University of Science and Technology,2001,2(3):75-77.(in Chinese))
[91]Abdelkareem Khairy H,Machida Atsuhiko.Effect of vertical motion of earthquake on failure mode and ductility of RC bridge piers[C]//Proceedings of12WCEE.Paper No.0463.Auckland,New Zealand:International Association for Earthquake Engineering,2000.
[92]谢官模,谷口健男.近源地震的特性及其对RC柱延性的影响[J].武汉理工大学学报,2001,23(1):51-54.(XIE Guanmo,Taniguchi Takeo.Characteristics of near source earthquakes and its effects on ductility of RC columns[J].Journal of Wuhan University of Technology,2001,23(1):51-54.(in Chinese))
[93]李新乐.近断层区桥梁结构的设计地震与抗震性能研究[D].北京:北京交通大学,2004:102-129.(LI Xinle.Design earthquake and seismic resistant performance of bridge structure in near-fault regions[D].Beijing:Beijing Jiaotong University,2004:102-129.(in Chinese))
[94]易伟健,王维一.近场区竖向地震动对钢筋混凝土框架结构抗震性能的影响[J].土木工程学报,2012,45(10):81-88.(YI Weijian,WANG Weiyi.Effect of vertical ground motion on seismic behavior of RC frame in near-fault region[J].China Civil Engineering Journal,2012,45(10):81-88.(in Chinese))
[95]赵卫锋,田淞午,周靖.近断层竖向速度脉冲地震作用对RC柱抗剪性能的影响[J].重庆大学学报,2013,36(6):103-111.(ZHAO Weifeng,TIAN Songwu,ZHOU Jing.Shear resistant performance of RC columns subjected to vertical near-fault velocity pulselike earthquake actions[J].Journal of Chongqing University,2013,36(6):103-111.(in Chinese))
[96]Chopra A K,Chintanapakdee C.Comparing response of SDF systems to near-fault and far-fault earthquake motions in the context of spectral regions[J].Earthquake Engineering and Structural Dynamics,2001,30(12):1769-1789.
[97]李新乐,朱晞.近场地震速度脉冲效应及模拟模型的研究[J].中国安全科学学报,2003,13(12):48-52.(LI Xinle,ZHU Xi.Study on velocity pulse effect and its simulated model for near-fault ground motions[J].China Safety Science Journal,2003,13(12):48-52.(in Chinese))
[98]韦韬,赵凤新,张郁山.近断层速度脉冲的地震动特性研究[J].地震学报,2006,28(6):629-637.(WEI Tao,ZHAO Fengxin,ZHANG Yushan.Characteristics of near-fault ground motion containing velocity pulses[J].Acta Seismologica Sinica,2006,28(6):629-637.(in Chinese))
[99]徐龙军,谢礼立.近断层地震动双规准伪速度谱及其应用[J].地震学报,2007,29(5):512-520.(XU Longjun,XIE Lili.Near-fault ground motion binomalized psedo-velocity spectra and its applications[J].Acta Seismologica Sinica,2007,29(5):512-520.(in Chinese))
[100]张海明,易伟建.近场地震作用下单自由度结构强度折减系数谱[J].土木工程学报,2011,44(10):53-59.(ZHANG Haiming,YI Weijian.The spectrum of strength reduction factor for SDOF systems under near-field ground motions[J].China Civil Engineering Journal,2011,44(10):53-59.(in Chinese))
[101]翟长海,谢礼立.近场脉冲效应对强度折减系数的影响分析[J].土木工程学报,2006,39(7):15-19.(ZHAI Changhai,XIE Lili.Adjacent-field velocity pulse effect on strength reduction factors[J].China Civil Engineering Journal,2006,39(7):15-19.(in Chinese))
[102]Jalali Reza S,Trifunac Mihailo D.A note on strengthreduction factors for design of structures near earthquake faults[J].Soil Dynamics and Earthquake Engineering,2008,28(3):212-222.
[103]黄建文,朱晞.近场地震作用下钢筋混凝土桥墩基于位移的抗震设计[J].土木工程学报,2005,38(4):84-90.(HUANG Jianwen,ZHU Xi.Displacement-based seismic design for RC bridge columns under near-fault earthquakes[J].China Civil Engineering Journal,2005,38(4):84-90.(in Chinese))
[104]Akkar Sinan,Metin Asli.Assessment of improved nonlinear static procedures in FEMA-440[J].Journal of Structural Engineering,ASCE,2007,133(9):1237-1246.
[105]Chou Chung-Che,Uang Chia-Ming.Establishing absorbed energy spectra:an attenuation approach[J].Earthquake Engineering and Structural Dynamics,2000,29(10):1441-1455.
[106]孙国华,顾强,何若全,等.近断层地震作用下钢板剪力墙结构基于MECE谱的性态设计方法[J].建筑结构学报,2012,33(5):105-117.(SUN Guohua,GU Qiang,HE Ruoquan,et al.Performance-based seismic design of steel plate shear walls using MECE spectrum under near-fault earthquake[J].Journal of Building Structures,2012,33(5):105-117.(in Chinese))
[107]Lew Marshall,Bonneville David.New building code requirements for the seismic design of tall buildings near active faults[J].The Structural Design of Tall Buildings,1997,6(4):279-297.
[108]Somerville Paul.Engineering characteristics of nearfault ground motion[R].SMIP97.Los Angeles,California:The California Geological Survey,1997:9-28.
[109]范立础,王君杰.桥梁抗震设计规范的现状与发展趋势[J].地震工程与工程振动,2001,21(2):70-77.(FAN Lichu,WANG Junjie.Design code for earthquake-resistance of bridges:current situation and trend[J].Earthquake Engineering and Engineering Vibration,2001,21(2):70-77.(in Chinese))
[110]Chai J F,Liao W I,Teng T J,Loh C H.Current development of seismic design code to consider the near-fault effect in Taiwan[J].Earthquake Engineering and Engineering Seismology,2001,3(2):47-56.
[111]Loh Chin-Hsiung,Liao Wen-Yi,Chai Juin-Fu.Effect of near-fault earthquake on bridges:lessons learned from Chi-Chi earthquake[J].Journal of Earthquake Engineering and Engineering Vibration,2002,1(1):86-93.
[2]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.(LIU Qifang,YUAN Yifan,JIN Xing,et al.Basic characteristics of near-fault ground motion[J].Earthquake Engineering and Engineering Vibration,2006,26(1):1-10.(in Chinese))
[3]Mavroeidis George P,Papageorgiou Apostolos S.A mathematical representation of near-fault ground motions[J].Bulletin of the Seismological Society of America,2003,93(3):1099-1131.
[4]Bray Jonathan D,Rodriguez-Marek Adrian.Characterization of forward-directivity ground motions in the near-fault region[J].Soil Dynamics and Earthquake Engineering,2004,24(11):815-828.
[5]Stewart J P,Chiou S J,Bray J D,et al.Ground motion evaluation procedures for performance-based design[R].EER-2001/09.Berkeley,CA:University of California,Berkeley,2001.
[6]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.(WANG Haiyun,XIE Lili.Characteristics of near-fault strong ground motions[J].Journal of Harbin Institute of Technology,2006,38(12):2070-2072.(in Chinese))
[7]Housner G W,Hudson D E.The Port Hueneme earthquake of March 18,1957[J].Bulletin of the Seismological Society of America,1958,48(2):163-168.
[8]Bolt B A.The San Fernando Valley earthquake of February 9,1971:data on seismic hazards[J].Bulletin of the Seismological Society of America,1971,61(2):501-510.
[9]Bertero V V,Herrera R A,Mahin S A.Establishment of design earthquake:evaluation of present methods[C]//Proceedings of the International Symposium on Earthquake Structural Engineering.Volume 1.Franklin Y.St.Louis:University of Missouri,1976:551-580.
[10]Bertero V V,Mahin S A,Hrrera R A.A seismic design implications of near-fault San Fernando earthquake records[J].Earthquake Engineering and Structural Dynamics,1978,6(1):31-42.
[11]Baker J W.Quantitative classification of near-fault ground motions using wavelet analysis[J].Bulletin of the Seismological Society of America,2007,97(5):1486-1501.
[12]Mostafa Tazarv.Quantitative identification of near-fault ground motion using Baker’s method,an application for March 2011 Japan M 9.0 earthquake[R].Tehran:Sharif University of Technology,2011.
[13]Prabhat Kumar,Ashwani Kumar,Pandey A D.Characteristics of near-fault ground motion of Dharamsala earthquake of 1986[C]//Proceedings of ISETGJ 2012.Paper No.A013.Roorkee:Indian Society of Earthquake Technology,2012.
[14]Mavroeidis G P,Papageorgiou A S.Near-source strong ground motion:characteristics and design issues[C]//Proceedings of the Seventh U.S.National Conference on Earthquake Engineering(7NCEE).Boston:The Earthquake Engineering Research Institute,2002:21-25.
[15]Vladimir Graizer,Douglas Dreger.Seismological implications of the ground motion data from the 2003San Simeon earthquake[C]//Proceedings of SMIP04Seminar on Utilization of Strong-Motion Data.Sacramento:The California Geological Survey,2004:25-40.
[16]谢俊举,温增平,李小军,等.基于小波方法分析汶川地震近断层地震动的速度脉冲特性[J].地球物理学报,2012,55(6):1963-1972.(XIE Junju,WEN Zengping,LI Xiaojun,et al.Analysis of velocity pulses for near-fault strong motions from the Wenchuan earthquake based on wavelet method[J].Chinese Journal of Geophysics,2012,55(6):1963-1972.(in Chinese))
[17]Somerville P G.Characterizing near fault ground motion for the design and evaluation of bridges[C]//Proceedings of the Third National Seismic Conference and Workshop on Bridges and Highways.Nimis Roland,Bruneau Michel.Oregon:Federal Highway Administration,Western Resource Center,Multidisciplinary Center for Earthquake Engineering Research,2002:137-149.
[18]Krawinkler H,Alavi B.Development of improved design procedures for near fault ground motions[C]//SMIP98,Seminar on Utilization of Strong-Motion Data.Oakland,California:California Division of Mines and Geology,1998:1-22.
[19]Sasani M,Bertero V V.Importance of severe pulsetype ground motions in performance-based engineering:historical and critical review[C]//Proceedings of12WCEE.Paper No.1302.Auckland,New Zealand:International Association for Earthquake Engineering,2000.
[20]Mollaioli F,Silvia B,Luis D Decanini,Giuliano F Panza.Characterization of the dynamic response of structures to damaging pulse-type near-fault ground motions[J].Meccanica,2006,41(1):23-46.
[21]Hall John F,Heaton Thomas H,Halling-Marvin W,Wald David J.Near-source ground motion and its effects on flexible buildings[J].Earthquake Spectra,1995,11(4):569-605.
[22]Alavi B,Krawinkler H.Consideration of near-fault ground motion effects in seismic design[C]//Proceedings of 12WCEE.Paper No.2665.Auckland,New Zealand:International Association for Earthquake Engineering,2000.
[23]Makris N,Chang Shih-Po.Effect of damping mechanisms on the response of seismically isolated structures[R].PEER Report 1998/06.Berkeley,CA:Pacific Earthquake Engineering Research Center,University of California,Berkeley,1998:9-56.
[24]Alavi B,Krawinkler H.Effect of near-fault ground motions on the response to frame structures[C]//Proceedings of ASCE Structural Congress.Avent R Richard,Alawady Mohamed.Reston,VA:American Society of Civil Engineeirng,1999:79-82.
[25]李新乐,朱晞.近断层地震动等效速度脉冲研究[J].地震学报,2004,26(6):634-643.(LI Xinle,ZHU Xi.Study on equivalent velocity pulse of nearfault ground motions[J].Acta Seismologica Sinica,2004,26(6):634-643.(in Chinese))
[26]Menun C,Fu Q.An analytical model for near-fault ground motions and the response of MDOF systems[C]//Proceedings of the 12th European Conference on Earthquake Engineering.Paper No.647.Chan A H C.London:Elsevier,2002.
[27]Agrawal A K,He W L.A closed-form approximation of near-fault ground motion pulses for flexible structures[C]//Proceedings of the 15th ASCE Engineering Mechanics Conference.New York,NY:Columbia University,2002:1-12.
[28]田玉基,杨庆山,卢明奇.近断层脉冲型地震动的模拟方法[J].地震学报,2007,29(1):77-84.(TIAN Yuji,YANG Qingshan,LU Mingqi.Simulation method of near-fault pulse-type ground motion[J].Acta Seismologica Sinica,2007,29(1):77-84.(in Chinese))
[29]Zhang Yunfeng,Iwan W D.Active interaction control of tall buildings subjected to near-field ground motions[J].Journal of Structural Engineering,ASCE,2002,128(1):69-79.
[30]Somerville Paul G.Magnitude scaling of the near fault rupture directivity pulse[J].Physics of the Earth and Planetary Interiors,2003,137(1):201-212.
[31]徐龙军,谢礼立.集集地震近断层地震动频谱特性[J].地震学报,2005,27(6):656-665.(XU Longjun,XIE Lili.Characteristics of frequency content of near-fault ground motions during the Chi-Chi earthquake[J].Acta Seismologica Sinica,2005,27(6):656-665.(in Chinese))
[32]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.
[33]Rajesh Rupakhety.Evaluation of equivalent to predict the inelastic response of genetic frames subjected to near-fault ground motions[D].Ticinum:Istituto Universitario di Studi Superiori di Pavia,2008:125-256.
[34]武钢,翟长海,李爽,等.大跨越输电塔-线体系的近场脉冲型地震反应分析[J].工程力学,2013,30(6):77-82.(WU Gang,ZHAI Changhai,LI Shuang,et al.Seismic response of large crossing transmission tower-line system subjected to near-fault ground motions[J].Engineering Mechanics,2013,30(6):77-82.(in Chinese))
[35]Loh C H,Wan S,Liao W Y.Effects of hysteretic model on seismic demands:consideration of near-fault ground motions[J].The Structural Design of Tall Buildings,2002,11(3):155-169.
[36]Malhotra Praveen K.Response of buildings to near-field pulse-like ground motions[J].Earthquake Engineering and Structural Dynamics,1999,28(11):1309-1326.
[37]Chen Shen-Ming,Loh Chin-Hsiung.Estimating permanent ground displacement from near-fault strong-motion accelerograms[J].Bulletin of the Seismological Society of America,2007,97(1B):63-75.
[38]Abrahamson N A,Somerville P G.Effects of the hanging wall and footwall on ground motions recorded during the Northridge earthquake[J].Bulletin of the Seismological Society of America,1996,86(1B):93-99.
[39]喻言祥,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.(YU Yanxiang,GAO Mengtan.Effects of the hanging wall and footwall on peak acceleration during the Chi-Chi earthquake,Taiwan[J].Acta Seismologica Sinica,2001,23(6):615-621.(in Chinese))
[40]谢俊举,温增平,高孟潭,等.2008汶川地震近断层竖向与水平向地震动特征[J].地球物理学报,2010,53(8):1796-1805.(XIE Junju,WEN Zengping,GAO Mengtan,et al.Characteristics of near-fault vertical and horizontal ground motion from the 2008Wenchuan earthquake[J].Chinese Journal of Geophysics,2010,53(8):1796-1805.(in Chinese))
[41]Papazoglou A J,Elnashai A S.Analytical and fileld evidence of the damaging effect of vertical earthquake ground motion[J].Earthquake Engineering and Structural Dynamics,1996,25(10):1109-1137.
[42]Ma K F,Mon J,Lee S J,et al.Spatial and temporal distribution of slip for the 1999 Chi-Chi,Taiwan earthquake[J].Bulletin of the Seismological Society of America,2001,91(5):1069-1087.
[43]Niazi M,Bozorgnia Y M.Behavior of near source peak vertical and horizontal ground motion over SMART-1array,Taiwan[J].Bulletin of the Seismological Society of America,1991,81(3):715-732.
[44]Sharma Mukat L.Attenuation relationship for estimation of peak ground vertical acceleration using from strong motion arrays in India[C]//Proceedings of 12WCEE.Paper No.1964.Auckland,New Zealand:International Association for Earthquake Engineering,2000.
[45]Ambraseys N N,Douglus J.Near-field horizontal and vertical earthquake ground motions[J].Soil Dynamics and Earthquake Engineering,2003,23(1):1-18.
[46]Ambraseys N N,Simpson K A.Prediction of vertical response spectra in Europe[J].Earthquake Engineering and Structural Dynamics,1996,25(4):401-412.
[47]王国权.921台湾集集地震的近断层地面运动特征[D].北京:中国地震局地质研究所,2001:52-113.(WANG Guoquan.The characteristics of near fault ground motion caused by the 1999,Chi-Chi,Taiwan,earthquake[D].Beijing:Institute of Geology,China Earthquake Administration,2001:52-113.(in Chinese))
[48]周正华,周雍年,卢滔,等.竖向地震动特性研究[J].地震工程与工程振动,2003,23(3):25-29.(ZHOU Zhenghua,ZHOU Yongnian,LU Tao,et al.Study of characteristics of vertical ground motion[J].Earthquake Engineering and Engineering Vibration,2003,23(3):25-29.(in Chinese))
[49]贾俊峰,欧进萍.近断层竖向与水平向加速度反应谱比值特征[J].地震学报,2010,32(1):41-50.(JIA Junfeng,OU Jinping.Vertical-to-horizontal acceleration response spectrum ratio of near-fault ground motion[J].Acta Seismologica Sinica,2010,32(1):41-50.(in Chinese))
[50]Dimitriu P,Kalogeras I,Theodulidis N.Evidence of nonlinear site response in horizontal-to-vertical spectral ratio from near-field earthquakes[J].Soil Dynamics and Earthquake Engineering,1999,18(6):423-435.
[51]石树中,沈建文,楼梦麟.基岩场地强地面运动加速度反应谱统计特征[J].同济大学学报,2002,30(11):1300-1304.(SHI Shuzhong,SHEN Jianwen,LOU Menglin.Statistic features of response spectra of acceleration strong ground motion at rock sites[J].Journal of Tongji University,2002,30(11):1300-1304.(in Chinese))
[52]周正华,周雍年,赵刚.强震近场加速度峰值比和反应谱统计分析[J].地震工程与工程振动,2002,22(3):15-18.(ZHOU Zhenghua,ZHOU Yongnian,ZHAO Gang.Statistical analysis of peak ratios and response spectra of near-field accelerations[J].Earthquake Engineering and Engineering Vibration,2002,22(3):15-18.(in Chinese))
[53]贾俊峰,欧进萍.近断层竖向地震动峰值特征[J].地震工程与工程振动,2009,29(1):44-49.(JIA Junfeng,OU Jinping.Peak amplitude characteristics of vertical seismic ground motions in near-fault regions[J].Journal of Earthquake Enginering and Engineering Vibration,2009,29(1):44-49.(in Chinese))
[54]Lee W H K,Shin T C,Kuo K W,et al.CWB freefield strong ground motion data from the 921 Chi-Chi earthquake:processed acceleration files on CD-ROM,strong-motion data series CD-001[R/CD].Taipei:Seismological Observation Center,2001.
[55]Jadhav M B,Jangid R S.Response of base-isolated liquid storage tanks to near-fault motions[J].Structural Engineering and Mechanics,2006,23(6):615-634.
[56]Jones L,Aki K,Boore D.The magnitude 6.7Northridge,California earthquake of 17 January 1994[J].Science,1994,266(5184):389-397.
[57]Somerville P G.Seismic hazard evaluation[C]//Proceedings of 12WCEE.Paper No.2833.Auckland,New Zealand:International Association for Earthquake Engineering,2000.
[58]Bertero V V,Anderson J C,Sasani M.Impulse earthquake ground motions:a historical and critical review[C]//Proceedings of the 1999 ASCE Structures Congress.Reston,VA:ASCE,1999:91-94.
[59]Hoel K H,Svendsen B T.The effect of near-fault earthquakes on a high-rise structure in the Oslo area[R].Trondheim:Norwegian University of Science and Technology,2012:37-117.
[60]廖文义,罗俊雄,万绚.隔震桥梁承受近断层地震之反应分析[J].地震工程与工程振动,2001,21(4):102-108.(LIAO Wenyi,LOH Chin Hsiung,WAN Shiuan.Responses of isolated bridges subjected to near-fault ground motions[J].Earthquake Engineering and Engineering Vibration,2001,21(4):102-108.(in Chinese))
[61]Murat Dicleli,Srikanth Buddaram.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.
[62]Alavi-Shushtari Babak.Effects of near-fault ground motions on frames structures[D].Stanfrod,USA:The Department of Civil and Environmental Engineering,Stanfrod University,2000:89-201.
[63]Huang C T.Considerations of multimode structural response for near-field earthquakes[J].Journal of Engineering Mechanics,2003,129(4):458-467.
[64]Berton Stefano,Infanti S,Castellano M G,Hikosaka H.Self-centring capacity of seismic isolation systems[J].Structural Control and Health Monitoring,2007,14(6):895-914.
[65]Iwan Wilfred D,Huang Ching-Tung,Guyader Andrew C.Important features of the response of inelastic structures to near-field ground motions[C]//Proceedings of12WCEE.Paper No.1740.Auckland,New Zealand:International Association for Earthquake Engineering,2000.
[66]Shin Ming-Hsiang,Chen Chang-Liang,Sung Wen-Pei.Collapse analysis of building structures under excitation of near-fault ground motion with consideration of large deformation and displacement[J].The Structural Design of Tall and Special Buildings,2007,16(2):165-180.
[67]Makris Nicos,Black Cameron J.Evaluation of peak ground velocity as a good intensity measure for nearsource ground motions[J].Journal of Engineering Mechanics,2004,130(9):1032-1044.
[68]Zhang Yushan,Hu Yuxian,Zhao Fengxin,Liang Jianwen,Yang Caihong.Identification of acceleration pulses in near-fault ground motion using the EMD method[J].Earthquake Engineering and Engineering Vibration,2005,4(2):201-212.
[69]Tong Mai,Rzhevsky Vladimir,Dai Junwu,Lee George C,Qi Jincheng,Qi Xiaozhai.Near-fault ground motions with prominent acceleration pulses:pulse characteristics and ductility demand[J].Earthquake Engineering and Engineering Vibration,2007,6(3):215-223.
[70]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.(JIANG Yi,YANG Dixiong,LI Gang.Effects of forward directivity and fling step of near-faulg ground motions on seismic responses of high-rise steel structure[J].Journal of Building Structures,2010,31(9):103-110.(in Chinese))
[71]Park S W,Ghasemi H,Shen J,Somerville P G,Yen W P,Yashinsky M.Simulation of the seismic performance of the Bolu Viaduct subjected to near-fault ground motions[J].Earthquake Engineering and Structural Dynamics,2004,33(13):1249-1270.
[72]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.(YANG Dixiong,ZHAO Yan.Effects of rupture forward directivity and fling step of near-fault ground motions on seismic performance of base-isolated building structure[J].Acta Seismologica Sinica,2010,32(5):579-587.(in Chinese))
[73]韩淼,段燕玲,孙欢,等.近断层地震动特征参数对基础隔震结构地震响应的影响分析[J].土木工程学报,2013,46(6):8-13.(HAN Miao,DUAN Yanling,SUN Huan,et al.Influence of characteristics parameters of near-fault ground motions on the seismic responses of base-isolated structures[J].China Civil Engineering Journal,2013,46(6):8-13.(in Chinese))
[74]Makris Nicos,Chang Shih-Po.Effect of viscous,viscoplastic and friction damping on the response of seismic isolated structures[J].Earthquake Engineering and Structural Dynamics,2000,29(1):85-107.
[75]杨迪雄,李刚,程耿东.近断层地震动作用下基础隔震结构的一体化动力优化设计[J].建筑结构学报,2006,27(1):42-49.(YANG Dixiong,LI Gang,CHENG Gengdong.Integrated dynamic optimum design of base-isolated structure subjected to near-fault ground motions[J].Journal of Building Structures,2006,27(1):42-49.(in Chinese))
[76]Makris Nicos.Rigidity-plasticity-viscosity:can electrorheological dampers protect base isolated structures from near-source ground motions?[J]Earthquake Engineering and Structural Dynamics,1997,26(5):571-591.
[77]Panchal V R,Jangid R S.Variable friction pendulum system for near-fault ground motions[J].Structural Control and Health Monitoring,2007,15(4):568-584.
[78]Dicleli Murat.Supplemental elastic stiffness to reduce isolator displacements for seismic-isolated bridges in near-fault zones[J].Engineering Structures,2007,29(5):763-775.
[79]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.(TAN Ping,YIN Weixi,ZHANG Ying.Seismic control of inter-story isolated eccentric structure subjected to near-field ground motion[J].Journal of Vibration and Shock,2011,30(11):281-286.(in Chinese))
[80]Yang Jann N,Agrawal Anil K.Semi-active hybrid control systems for nonlinear buildings against near field earthquakes[J].Engineering Structures,2002,24(3):271-280.
[81]Nagarajaiah S,Narasimhan S.Seismic control of smart base isolated buildings with new semiactive variable damper[J].Earthquake Engineering and Structural Dynamics,2007,36(6):729-749.
[82]李黎,胡紫东,聂肃非,等.基于近断层地震LRB桥梁支座屈服力优化[J].振动与冲击,2011,30(6):134-138.(LI Li,HU Zidong,NIE Sufei,et al.Optimum yield strength of LRB for isolated bridges under near-fault earthquake[J].Journal of Vibration and Shock,2011,30(6):134-138.(in Chinese))
[83]李慧,王亚楠,杜永峰.近场脉冲型地震动作用下TMD-基础隔震混合控制结构的减震效果分析[J].地震工程学报,2013,35(2):208-212.(LI Hui,WANG Yanan,DU Yongfeng.An effectiveness analysis on hybrid control system of tuned mass damper-base isolation under near-fault pulse-like ground motion[J].China Earthquake Engineering Journal,2013,35(2):208-212.(in Chinese))
[84]Alhamaydeh Mohammad H,Barakat Samer A,Abed Farid H.Multiple regression modeling of natural rubber seismic isolation systems with supplemental viscous damping for near-filed ground motion[J].Journal of Civil Engineering and Management,2013,19(5):665-682.
[85]Chang Shuenn-Yih,Li Yeou-Fong,Loh Chin-Hsiung.Experimental study of seismic behavior of as-built and carborn fiber reinforced plastics repaired reinforced concrete bridge columns[J].Journal of Bridge Engineering,2004,9(4):391-402.
[86]Wu Chiun-Lin,Loh Chin-Hsiung,Yang Yuan-Sen.Shake table tests on gravity load collapse of lowductility RC frames under near-fault earthquake excitation[C]//Proceedings of the First International Conference on Advances in Experimental Structural Engineering.Kyoto,Japan:Ichiryusha Publication,2005:725-732.
[87]Dai Junwu,Qi Xiaozhai,Tong Mai,Lee George C,Rzhevsky Vladimir.Near-fault ground motions with prominant acceleration pulses:part II:shaking table evaluation of structural response and damage under acceleration pulses[C]//Proceedings of the Fourth International Conference on Earthquake Engineering.Paper No.143.Yeh Chau Shioung.Taipei:Research Center on Earthquake Engineering,2006.
[88]Phan V,Saiidi M,Anderson J,Ghasemi H.An exploratory experimental study of near-fault ground motion effects on reinforced concrete bridge columns[C]//Proceedings of the 100th Anniversary Earthquake Conference,Commemorating the 1906 San Francisco Earthquake.Paper No.377.San Francisco:Seismological Society of America,2006.
[89]Hart G C,Huang S,Lobo R,Stewart J.Influence of vertical ground motion on special moment-resisting frames:parametric analytical investigations of ground motion and structural response,Northridge Earthquake of January 17,1994[R].Paper No.SAC95-05.Sacramento,California:Earthquake Engineering Research Center,1995.
[90]于翔,钱七虎,赵跃堂,等.地铁工程结构破坏的竖向地震力影响分析[J].解放军理工大学学报(自然科学版),2001,2(3):75-77.(YU Xiang,QIAN Qihu,ZHAO Yuetang,et al.Analysis of vertical earthquake influence on damage to subway structures[J].Journal of PLA University of Science and Technology,2001,2(3):75-77.(in Chinese))
[91]Abdelkareem Khairy H,Machida Atsuhiko.Effect of vertical motion of earthquake on failure mode and ductility of RC bridge piers[C]//Proceedings of12WCEE.Paper No.0463.Auckland,New Zealand:International Association for Earthquake Engineering,2000.
[92]谢官模,谷口健男.近源地震的特性及其对RC柱延性的影响[J].武汉理工大学学报,2001,23(1):51-54.(XIE Guanmo,Taniguchi Takeo.Characteristics of near source earthquakes and its effects on ductility of RC columns[J].Journal of Wuhan University of Technology,2001,23(1):51-54.(in Chinese))
[93]李新乐.近断层区桥梁结构的设计地震与抗震性能研究[D].北京:北京交通大学,2004:102-129.(LI Xinle.Design earthquake and seismic resistant performance of bridge structure in near-fault regions[D].Beijing:Beijing Jiaotong University,2004:102-129.(in Chinese))
[94]易伟健,王维一.近场区竖向地震动对钢筋混凝土框架结构抗震性能的影响[J].土木工程学报,2012,45(10):81-88.(YI Weijian,WANG Weiyi.Effect of vertical ground motion on seismic behavior of RC frame in near-fault region[J].China Civil Engineering Journal,2012,45(10):81-88.(in Chinese))
[95]赵卫锋,田淞午,周靖.近断层竖向速度脉冲地震作用对RC柱抗剪性能的影响[J].重庆大学学报,2013,36(6):103-111.(ZHAO Weifeng,TIAN Songwu,ZHOU Jing.Shear resistant performance of RC columns subjected to vertical near-fault velocity pulselike earthquake actions[J].Journal of Chongqing University,2013,36(6):103-111.(in Chinese))
[96]Chopra A K,Chintanapakdee C.Comparing response of SDF systems to near-fault and far-fault earthquake motions in the context of spectral regions[J].Earthquake Engineering and Structural Dynamics,2001,30(12):1769-1789.
[97]李新乐,朱晞.近场地震速度脉冲效应及模拟模型的研究[J].中国安全科学学报,2003,13(12):48-52.(LI Xinle,ZHU Xi.Study on velocity pulse effect and its simulated model for near-fault ground motions[J].China Safety Science Journal,2003,13(12):48-52.(in Chinese))
[98]韦韬,赵凤新,张郁山.近断层速度脉冲的地震动特性研究[J].地震学报,2006,28(6):629-637.(WEI Tao,ZHAO Fengxin,ZHANG Yushan.Characteristics of near-fault ground motion containing velocity pulses[J].Acta Seismologica Sinica,2006,28(6):629-637.(in Chinese))
[99]徐龙军,谢礼立.近断层地震动双规准伪速度谱及其应用[J].地震学报,2007,29(5):512-520.(XU Longjun,XIE Lili.Near-fault ground motion binomalized psedo-velocity spectra and its applications[J].Acta Seismologica Sinica,2007,29(5):512-520.(in Chinese))
[100]张海明,易伟建.近场地震作用下单自由度结构强度折减系数谱[J].土木工程学报,2011,44(10):53-59.(ZHANG Haiming,YI Weijian.The spectrum of strength reduction factor for SDOF systems under near-field ground motions[J].China Civil Engineering Journal,2011,44(10):53-59.(in Chinese))
[101]翟长海,谢礼立.近场脉冲效应对强度折减系数的影响分析[J].土木工程学报,2006,39(7):15-19.(ZHAI Changhai,XIE Lili.Adjacent-field velocity pulse effect on strength reduction factors[J].China Civil Engineering Journal,2006,39(7):15-19.(in Chinese))
[102]Jalali Reza S,Trifunac Mihailo D.A note on strengthreduction factors for design of structures near earthquake faults[J].Soil Dynamics and Earthquake Engineering,2008,28(3):212-222.
[103]黄建文,朱晞.近场地震作用下钢筋混凝土桥墩基于位移的抗震设计[J].土木工程学报,2005,38(4):84-90.(HUANG Jianwen,ZHU Xi.Displacement-based seismic design for RC bridge columns under near-fault earthquakes[J].China Civil Engineering Journal,2005,38(4):84-90.(in Chinese))
[104]Akkar Sinan,Metin Asli.Assessment of improved nonlinear static procedures in FEMA-440[J].Journal of Structural Engineering,ASCE,2007,133(9):1237-1246.
[105]Chou Chung-Che,Uang Chia-Ming.Establishing absorbed energy spectra:an attenuation approach[J].Earthquake Engineering and Structural Dynamics,2000,29(10):1441-1455.
[106]孙国华,顾强,何若全,等.近断层地震作用下钢板剪力墙结构基于MECE谱的性态设计方法[J].建筑结构学报,2012,33(5):105-117.(SUN Guohua,GU Qiang,HE Ruoquan,et al.Performance-based seismic design of steel plate shear walls using MECE spectrum under near-fault earthquake[J].Journal of Building Structures,2012,33(5):105-117.(in Chinese))
[107]Lew Marshall,Bonneville David.New building code requirements for the seismic design of tall buildings near active faults[J].The Structural Design of Tall Buildings,1997,6(4):279-297.
[108]Somerville Paul.Engineering characteristics of nearfault ground motion[R].SMIP97.Los Angeles,California:The California Geological Survey,1997:9-28.
[109]范立础,王君杰.桥梁抗震设计规范的现状与发展趋势[J].地震工程与工程振动,2001,21(2):70-77.(FAN Lichu,WANG Junjie.Design code for earthquake-resistance of bridges:current situation and trend[J].Earthquake Engineering and Engineering Vibration,2001,21(2):70-77.(in Chinese))
[110]Chai J F,Liao W I,Teng T J,Loh C H.Current development of seismic design code to consider the near-fault effect in Taiwan[J].Earthquake Engineering and Engineering Seismology,2001,3(2):47-56.
[111]Loh Chin-Hsiung,Liao Wen-Yi,Chai Juin-Fu.Effect of near-fault earthquake on bridges:lessons learned from Chi-Chi earthquake[J].Journal of Earthquake Engineering and Engineering Vibration,2002,1(1):86-93.
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