参考文献/References:
[1] SUZUKI K.Report on damage to industrial facilities in the 1999 Kocaeli earthquake[J].Journal of Earthquake Engineering,2002,6(2):275-296.
[2]CJJ 166—2011,城市桥梁抗震设计规范[S].
CJJ 166—2011,Code for seismic design of urban bridges[S].
[3]袁一凡,田启文.工程地震学[M].北京:地震出版社,2012.
YUAN Yi-fan,TIAN Qi-wen.Engineering seismology[M].Beijing:China Architecture & Building Press,2012.
[4]李晓轩.速度脉冲提取与夹杂对地震动的影响研究[D].哈尔滨:中国地震局工程力学研究所,2016.
LI Xiao-xuan.Study on extraction of the velocity pulse and effects of inclusion on ground motion[D].Harbin:Institute of Engineering Mechanics,China Earthquake Administration,2016.
[5]SHAHI S K,BAKER J W.An efficient algorithm to identify strong-velocity pulses in multicomponent ground motions[J].Bulletin of the Seismological Society of America,2014,104(5):2456-2466.
[6]曾亚光.跨断层深水斜拉桥非线性地震响应特性及损伤评估[D].北京:北京交通大学,2016.
CENG Ya-guang.Study on the nonlinear dynamic response and damage feature of cable-stayed bridge in deep water excited by cross-fault earthquakes[D].Beijing:Beijing Jiaotong University,2016.
[7]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.
LU Ming-qi,TIAN Yu-ji,YANG Qing-shan.Analysis of seismic response of high-rise building to near-fault ground motions[J].Journal of Harbin Institute of Technology,2007,39(2):314-317.
[8]王海云.近场强地震动预测的有限断层震源模型[D].哈尔滨:中国地震局工程力学研究所,2004.
WANG Hai-yun.Finite fault source model for predicting near-field strong ground motion[D].Harbin:Institute of Engineering Mechanics,China Earthquake Administration,2004.
[9]张晓志,谢礼立,王海云,等.近断层强地面运动影响场显式有限元数值模拟的示意性算例[J].地震工程与工程振动,2005,25(6):5-11.
ZHANG Xiao-zhi,XIE Li-li,WANG Hai-yun,et al.llustrative example in simulating near-fault ground motion field by explicit finite element method[J].Earthquake Engineering and Engineering Dynamics,2005,25(6):5-11.
[10]DREGER D,HURTADO G,CHOPRA A,et al.Near-field across-fault seismic ground motions[J].Bulletin of the Seismological Society of America,2011,101(1):202-221.
[11]GOEL R K,CHOPRA A K.Role of shear keys in seismic behavior of bridges crossing fault-rupture zones[J].Journal of Bridge Engineering,2008,13(4):398-408.
[12]GOEL R K,CHOPRA A K.Linear analysis of ordinary bridges crossing fault-rupture zones[J].Journal of Bridge Engineering,2009,14(3):203-215.
[13]GOEL R K,CHOPRA A K.Nonlinear analysis of ordinary bridges crossing fault-rupture zones[J].Journal of Bridge Engineering,2009,14(3):216-224.
[14]GOEL R,QU B,TURES J,et al.Validation of fault rupture-response spectrum analysis method for curved bridges crossing strike-slip fault rupture zones[J].Journal of Bridge Engineering,2014,19(5):06014002.
[15]苏 鹏,陈彦江,闫维明.近断层方向性效应地震作用下曲线梁桥试验[J].哈尔滨工业大学学报,2019,51(6):148-155.
SU Peng,CHEN Yan-jiang,YAN Wei-ming.Experimental study on curved girder bridge under near-fault ground motion with directivity effect[J].Journal of Harbin Institute of Technology,2019,51(6):148-155.
[16]WEI B,YAN L,JIANG L Z,et al.Errors of structural seismic responses caused by frequency filtering based on seismic wave synthesis[J].Soil Dynamics and Earthquake Engineering,2021,149,106862.
[17]WEI B,LU A D,YAN L,et al.Effects of ground motion duration on seismic damage of bridge isolation bearings based on friction SDOF system[J].International Journal of Structural Stability and Dynamics,2022,23(7):2350072.
[18]SOMERVILLE P,IRIKURA K,GRAVES R,et al.Characterizing crustal earthquake slip models for the prediction of strong ground motion,seismological[J].Research Letters,1999,70(1):59-80.
[19]IRIKURA K.Prediction of strong ground motions from future earthquakes caused by active faults-case of the Osaka basin[C]//NG C W W,WANG Y H,ZHANG L M.The 12th World Conference on Earthquake Engineering,Beijing:International Association for Earthquake Engineering,2000:1243-1250.
[20]胡久常,白登海,王薇华,等.琼州7.5级地震区深部电性异常及地震活动性研究[J].地震学报,2007,29(3):258-264,337.
HU Jiu-chang,BAI Deng-hai,WANG Wei-hua,et al.Deep electrical anomaly in the m7.5 Qiongzhou earthquake region and its relation with future seismicity[J].Acta Seismologica Sinica,2007,29(3):258-264,337.
[21]徐晓枫,王惠琳,胡久常,等.铺前-清澜断裂带附近地震的重定位及其构造意义的初步分析[J].华南地震,2017,37(2):10-16.
XU Xiao-feng,WANG Hui-lin,HU Jiu-chang,et al.Relocation of earthquakes near the Puqian-Qinglan fault and pre liminary analysis of tectonic significance[J].South China Journal of Seismology,2017,37(2):10-16.
[22]SARAGONI G,HART G.Simulation of artificial earthquakes[J].Earthquake Engineering,1974,2:249-267.
[23]RODOLFO SARAGONI G,HART G C.Simulation of artificial earthquakes[J].Earthquake Engineering & Structural Dynamics,1973,2(3):249-267.
[24]ARIAS A.Measure of earthquake intensity,seismic design for nuclear power plants[J].Seismic Design for Nuclear Power Plants,1970,1(1):438-483.
相似文献/References:
[1]李宇,朱晞,杨庆山,等.高墩大跨桥梁结构的脆弱性分析[J].长安大学学报(自然科学版),2012,32(01):0.
[2]高亮,刘健新,张丹,等.桁架桥主梁三分力系数试验[J].长安大学学报(自然科学版),2012,32(01):0.
[3]刘旭政,王丰平,黄平明,等.斜拉桥各构件校验系数的常值范围[J].长安大学学报(自然科学版),2012,32(01):0.
[4]尚维波,张春宁.高墩刚构桥系梁抗震分析[J].长安大学学报(自然科学版),2012,32(01):0.
[5]邬晓光,李冀弘,宋伟伟.基于改进响应面法的在役PC桥梁承载力可靠性[J].长安大学学报(自然科学版),2012,32(03):53.
WU Xiao-guang,LI Ji-hong,SONG Wei-wei.Reliability of existing PC bridge based on improved response surface method[J].Journal of Chang’an University (Natural Science Edition),2012,32(04):53.
[6]石雄伟,袁卓亚,马毓泉,等.钢板-混凝土组合加固预应力混凝土箱梁[J].长安大学学报(自然科学版),2012,32(03):58.
SHI Xiong-wei,YUAN Zhuo-ya,MA Yu-quan,et al.Prestressed concrete box girder strengthened with comsposition of steel plate and concrete[J].Journal of Chang’an University (Natural Science Edition),2012,32(04):58.
[7]李传习,陶 伟,董创文.斜交墩截面刚度与弯曲正应力[J].长安大学学报(自然科学版),2012,32(03):63.
LI Chuan-xi,TAO Wei,DONG Chuang-wen.Sectional stiffness and bending normal stress of oblique pier[J].Journal of Chang’an University (Natural Science Edition),2012,32(04):63.
[8]邓继华,邵旭东.带铰平面梁元几何非线性有限元分析[J].长安大学学报(自然科学版),2012,32(03):68.
DENG Ji-hua,SHAO Xu-dong.Geometric nonlinear finite element analysis of plane beam element with hinge[J].Journal of Chang’an University (Natural Science Edition),2012,32(04):68.
[9]蒲广宁,赵 煜,宋一凡.减梁增肋法加固空心板桥的力学性能[J].长安大学学报(自然科学版),2012,32(06):38.
PU Guang-ning,ZHAO Yu,SONG Yi-fan.Mechanical properties of strengthening hollow slab bridge
based on beam-reduction and rib-addition method[J].Journal of Chang’an University (Natural Science Edition),2012,32(04):38.
[10]党 栋,贺拴海,周勇军,等.基于车辆统计数据的汽车荷载标准值取值与评估[J].长安大学学报(自然科学版),2012,32(06):44.
DANG Dong,HE Shuan-hai,ZHOU Yong-jun,et al.Choosing and assessment for the standard of vehicle
load based on vehicle statistical data[J].Journal of Chang’an University (Natural Science Edition),2012,32(04):44.