Citation: | Zhao X F,Wen Z P. 2022. Review on issues of near-fault velocity pulse-like ground motions. Acta Seismologica Sinica,44(5):765−782. DOI: 10.11939/jass.20220141 |
安昭,谢俊举,李小军,温增平. 2019. 2018年2月6日花莲MW6.4地震近场地震动方向性效应[J]. 地球物理学报,62(12):4658–4672. doi: 10.6038/cjg2019M0579
|
An Z,Xie J J,Li X J,Wen Z P. 2019. Directivity effects on strong ground motion from the February 6,2018 MW6.4 Hualien earthquake[J]. Chinese Journal of Geophysics,62(12):4658–4672 (in Chinese).
|
常志旺. 2014. 近场脉冲型地震动的量化识别及特性研究[D]. 哈尔滨: 哈尔滨工业大学: 3–4.
|
Chang Z W. 2014. Quantitative Identification and the Characteristics of Near-Fault Pulse-Like Ground Motions[D]. Harbin: Harbin Institute of Technology: 3–4 (in Chinese).
|
陈波. 2013. 结构非线性动力分析中地震动记录的选择和调整方法研究[D]. 北京: 中国地震局地球物理研究所: 13–25.
|
Chen B. 2013. Ground Motion Selection and Modification Methods for Performing Nonlinear Dynamic Analysis of Buildings[D]. Beijing: Institute of Geophysics, China Earthquake Administration: 13–25 (in Chinese).
|
杜永峰,徐天妮,洪娜. 2017. 不同震源机制的近断层脉冲型地震动频谱特性及强度指标研究[J]. 土木工程学报,50(5):81–87. doi: 10.15951/j.tmgcxb.2017.05.009
|
Du Y F,Xu T N,Hong N. 2017. Spectral and intensity indices of near-fault ground motions based on different focal mechanisms[J]. China Civil Engineering Journal,50(5):81–87 (in Chinese).
|
韩淼,张文会,朱爱东,孙一林,李进波. 2016. 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,35(5):120–124. doi: 10.13465/j.cnki.jvs.2016.05.019
|
Han M,Zhang W H,Zhu A D,Sun Y L,Li J B. 2016. Dynamic response analysis for multi-story structures with different isolation stories under near-fault ground motions[J]. Journal of Vibration and Shock,35(5):120–124 (in Chinese).
|
韩淼,崔明珠,杜红凯. 2017. 近断层地震动下基础隔震弹簧限位对结构响应影响试验研究[J]. 振动与冲击,36(19):175–179. doi: 10.13465/j.cnki.jvs.2017.19.027
|
Han M,Cui M Z,Du H K. 2017. Experimental research on the effect of spring displacement-constraint devices on the structural responses of base-isolated structures under near-fault ground motions[J]. Journal of Vibration and Shock,36(19):175–179 (in Chinese).
|
贺秋梅. 2012. 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: 98–110.
|
He Q M. 2012. Study on the Influence of Seismic Velocity Pulse on Structural Response and Isolation Properties[D]. Beijing: Institute of Geophysics, China Earthquake Administration: 98–110 (in Chinese).
|
胡进军,谢礼立. 2011. 地震破裂的方向性效应相关概念综述[J]. 地震工程与工程振动,31(4):1–8. doi: 10.13197/j.eeev.2011.04.001
|
Hu J J,Xie L L. 2011. Review of rupture directivity related concepts in seismology[J]. Earthquake Engineering and Engineering Vibration,31(4):1–8 (in Chinese).
|
李明,谢礼立,杨永强,胡进军. 2010. 基于反应谱的近断层地震动潜在破坏作用分析[J]. 西南交通大学学报,45(3):331–335. doi: 10.3969/j.issn.0258-2724.2010.03.001
|
Li M,Xie L L,Yang Y Q,Hu J J. 2010. Potential damage analysis of near-fault ground motion based on response spectra[J]. Journal of Southwest Jiaotong University,45(3):331–335 (in Chinese).
|
李帅,张凡,颜晓伟,王景全. 2017. 近断层地震动合成方法及其对超大跨斜拉桥地震响应影响[J]. 中国公路学报,30(2):86–97. doi: 10.3969/j.issn.1001-7372.2017.02.011
|
Li S,Zhang F,Yan X W,Wang J Q. 2017. Synthetic method for near-fault ground motions and its influence on seismic response of super-span cable-stayed bridge[J]. China Journal of Highway and Transport,30(2):86–97 (in Chinese).
|
李爽,谢礼立. 2006. 近场脉冲型地震动对钢筋混凝土框架结构影响[J]. 沈阳建筑大学学报(自然科学版),22(3):406–410.
|
Li S,Xie L L. 2006. Effects of near-field pulse-like ground motions on reinforced concrete frame structures[J]. Journal of Shenyang Jianzhu University (Natural Science)
|
李祥秀,王瑶,李小军,刘爱文,贺秋梅. 2021. 速度脉冲地震动作用下巨−子结构隔震体系的振动台试验研究[J]. 应用基础与工程科学学报,29(3):633–644. doi: 10.16058/j.issn.1005-0930.2021.03.009
|
Li X X,Wang Y,Li X J,Liu A W,He Q M. 2021. Experimental studies on seismic performance of mega-sub isolation system subjected to near-fault ground motions with velocity pulse[J]. Journal of Basic Science and Engineering,29(3):633–644 (in Chinese).
|
李新乐,朱晞. 2004. 近断层地震动等效速度脉冲研究[J]. 地震学报,26(6):634–643. doi: 10.3321/j.issn:0253-3782.2004.06.009
|
Li X L,Zhu X. 2004. Study on equivalent velocity pulse of near-fault ground motions[J]. Acta Seismologica Sinica,26(6):634–643 (in Chinese).
|
李雪婧,高孟潭,吴健. 2017. 2015年尼泊尔Gorkha地震强地面运动记录分析[J]. 地球物理学报,60(9):3445–3456. doi: 10.6038/cjg20170914
|
Li X J,Gao M T,Wu J. 2017. Analysis of strong-motion characteristics of the 2015 Gorkha,Nepal,earthquake[J]. Chinese Journal of Geophysics,60(9):3445–3456 (in Chinese).
|
李英民, 刘立平. 2011. 工程结构的设计地震动[M]. 北京: 科学出版社: 234−239.
|
Li Y M, Liu L P. 2011. Design Ground Motion of Engineering Structures[M]. Beijing: Science Press: 234−239 (in Chinese).
|
刘启方,袁一凡,金星,丁海平. 2006. 近断层地震动的基本特征[J]. 地震工程与工程振动,26(1):1–10. doi: 10.3969/j.issn.1000-1301.2006.01.001
|
Liu Q F,Yuan Y F,Jin X,Ding H P. 2006. Basic characteristics of near-fault ground motion[J]. Earthquake Engineering and Engineering Vibration,26(1):1–10 (in Chinese).
|
孙亚琪,李小军,刘旭晨,王晓辉,陈苏,邓小芳. 2022. 地震动速度脉冲特性对核电厂清洗转运间结构地震响应的影响[J]. 建筑结构,52(增刊1):858–862.
|
Sun Y Q,Li X J,Liu X C,Wang X H,Chen S,Deng X F. 2022. Effects of velocity pulse of seismic ground motion on seismic response of transfer and purge chamber structure of nuclear power plant[J]. Building Structure,52(S1):858–862 (in Chinese).
|
王国权,周锡元. 2004. 921台湾集集地震近断层强震记录的基线校正[J]. 地震地质,26(1):1–14. doi: 10.3969/j.issn.0253-4967.2004.01.001
|
Wang G Q,Zhou X Y. 2004. Baseline correction of near fault ground motion recordings of the 1999 Chi-Chi,Taiwan earthquake[J]. Seismology and Geology,26(1):1–14 (in Chinese).
|
王建民,朱晞. 2006. 地面运动强度度量参数与双线性单自由度系统变形需求的相关性研究[J]. 地震学报,28(1):76–84. doi: 10.3321/j.issn:0253-3782.2006.01.010
|
Wang J M,Zhu X. 2006. Correlation study between ground motion intensity measure parameters and deformation demands for bilinear SDOF systems[J]. Acta Seismologica Sinica,28(1):76–84 (in Chinese).
|
韦韬. 2005. 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: 13–31.
|
Wei T. 2005. Study on effects of near-fault velocity pulse on RC framed structures[D]. Beijing: Institute of Geophysics, China Earthquake Administration: 17–31 (in Chinese).
|
谢俊举,温增平,高孟潭,胡聿贤,何少林. 2010. 2008年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,53(8):1796–1805. doi: 10.3969/j.issn.0001-5733.2010.08.005
|
Xie J J,Wen Z P,Gao M T,Hu Y X,He S L. 2010. Characteristics of near-fault vertical and horizontal ground motion from the 2008 Wenchuan earthquake[J]. Chinese Journal of Geophysics,53(8):1796–1805 (in Chinese).
|
谢俊举. 2014. 近断层地震动的脉冲运动特性及形成机理研究[D]. 北京: 北京工业大学: 50–57.
|
Xie J J. 2014. The Study on Motion Characteristics and Generation Mechanism of Near Fault Ground Velocity Pulses[D]. Beijing: Beijing University of Technology: 50–57 (in Chinese).
|
谢俊举,李小军,温增平. 2017. 近断层速度大脉冲对反应谱的放大作用[J]. 工程力学,34(8):194–211. doi: 10.6052/j.issn.1000-4750.2016.09.0680
|
Xie J J,Li X J,Wen Z P. 2017. The amplification effects of near-fault distinct velocity pulses on response spectra[J]. Engineering Mechanics,34(8):194–211 (in Chinese).
|
谢俊举,李小军,温增平,周宝峰. 2018. 芦山7.0级地震近断层地震动的方向性[J]. 地球物理学报,61(4):1266–1280. doi: 10.6038/cjg2018K0686
|
Xie J J,Li X J,Wen Z P,Zhou B F. 2018. Variations of near-fault strong ground motion with directions during the 2013 Lushan MS7.0 earthquake[J]. Chinese Journal of Geophysics,61(4):1266–1280 (in Chinese).
|
杨迪雄,赵岩. 2010. 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,32(5):579–587. doi: 10.3969/j.issn.0253-3782.2010.05.007
|
Yang D X,Zhao Y. 2010. 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,32(5):579–587 (in Chinese).
|
杨迪雄,李刚,程耿东. 2005. 近断层脉冲型地震动作用下隔震结构地震反应分析[J]. 地震工程与工程振动,25(2):119–124. doi: 10.3969/j.issn.1000-1301.2005.02.021
|
Yang D X,Li G,Cheng G D. 2005. Seismic analysis of base-isolated structures subjected to near-fault pulse-like ground motions[J]. Earthquake Engineering and Engineering Vibration,25(2):119–124 (in Chinese).
|
叶列平,马千里,缪志伟. 2009. 结构抗震分析用地震动强度指标的研究[J]. 地震工程与工程振动,29(4):9–22. doi: 10.13197/j.eeev.2009.04.019
|
Ye L P,Ma Q L,Miao Z W. 2009. Study on earthquake intensities for seismic analysis of structures[J]. Journal of Earthquake Engineering and Engineering Vibration,29(4):9–22 (in Chinese).
|
张斌,俞言祥,肖亮. 2020. 近断层强震记录基线校正的改进方法[J]. 振动与冲击,39(5):137–163. doi: 10.13465/j.cnki.jvs.2020.05.018
|
Zhang B,Yu Y X,Xiao L. 2020. An improved method for near-fault strong ground motion records’ baseline correction[J]. Journal of Vibration and Shock,39(5):137–163 (in Chinese).
|
赵凤新,韦韬,张郁山. 2008. 近断层速度脉冲对钢筋混凝土框架结构地震反应的影响[J]. 工程力学,25(10):180–186.
|
Zhao F X,Wei T,Zhang Y S. 2008. Influence of near-fault velocity pulse on the seismic response of reinforced concrete frame[J]. Engineering Mechanics,25(10):180–186 (in Chinese).
|
赵晓芬. 2015. 近断层地震动速度脉冲的识别方法及对隔震结构的影响研究[D]. 哈尔滨: 中国地震局工程力学研究所: 7–30.
|
Zhao X F. 2015. Study on Strong Motion Velocity Pulse Identification Method and Influence on Isolated Structures[D]. Harbin: Institute of Engineering Mechanics, China Earthquake Administration: 7–30 (in Chinese).
|
赵晓芬,温增平,陈波. 2018. 近断层地震动最强速度脉冲方向分量特性研究[J]. 地震学报,40(5):673–688. doi: 10.11939/jass.20170178
|
Zhao X F,Wen Z P,Chen B. 2018. Characteristics of near-fault velocity pulses in the strongest pulse orientation[J]. Acta Seismologica Sinica,40(5):673–688 (in Chinese).
|
赵晓芬,温增平,陈波,刘奕君. 2019. 适用于全周期结构的速度脉冲型地震动强度表征参数研究[J]. 地震学报,41(4):536–547. doi: 10.11939/jass.20190002
|
Zhao X F,Wen Z P,Chen B,Liu Y J. 2019. Intensity measures of pulse-like ground motions in the full periods[J]. Acta Seismologica Sinica,41(4):536–547 (in Chinese).
|
赵晓芬,温增平,谢俊举,解全才,刘奕君. 2021. 2018年台湾花莲MW6.4地震近断层地震动方向性差异[J]. 振动与冲击,40(10):235–243.
|
Zhao X F,Wen Z P,Xie J J,Xie Q C,Liu Y J. 2021. Ground motion directionality in the 2018 Taiwan Hualien MW6.4 earthquake[J]. Journal of Vibration and Shock,40(10):235–243 (in Chinese).
|
赵晓芬, 温增平, 谢俊举, 解全才. 2022a. NGA-West2地震动预测模型对速度脉冲型地震动各分量的适用性研究[J/OL]. 地震学报, 44: 1–10. doi: 10.11939/jass.20210176.
|
Zhao X F, Wen Z P, Xie J J, Xie Q C. 2022a. Applicability of the Next Generation Attenuation-West2 ground-motion model to the components of near-fault velocity pulse-like ground motions[J]. Acta Seismologica Sinica, 44: 1–10. doi: 10.11939/jass.20210176 (in Chinese).
|
赵晓芬, 温增平, 谢俊举, 解全才, 徐超, 王元杰. 2022b. 考虑近断层方向性效应的速度脉冲放大作用预测模型[J]. 振动与冲击(待刊).
|
Zhao X F, Wen Z P, Xie J J, Xie Q C, Xu C, Wang Y J. 2022b. An empirical approach of accounting for the pulse amplification effects induced by near-fault directivity [J]. Journal of Vibration and Shock (in Chinese)(in press).
|
中华人民共和国住房和城乡建设部, 中华人民共和国国家质量监督检验检疫总局. 2010. GB 50011—2010 建筑抗震设计规范[S]. 北京: 中国建筑工业出版社: 6−8.
|
Ministry of Housing and Urban-Rural Development of the People’s Republic of China, General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of China. 2010. GB 50011−2010 Code for Seismic Design of Buildings[S]. Beijing: China Architecture & Building Press: 6−8 (in Chinese).
|
周靖,陈凯亮,罗高杰. 2010. 速度脉冲型地震地面运动强度表征参数评估[J]. 振动与冲击,29(7):153–158. doi: 10.3969/j.issn.1000-3835.2010.07.034
|
Zhou J,Chen K L,Luo G J. 2010. Evaluation of intensity measures for pulse-like earthquake ground motions[J]. Journal of Vibration and Shock,29(7):153–158 (in Chinese).
|
Abrahamson N A. 2000. Effects of rupture directivity on probabilistic seismic hazard analysis[C]//Proceedings of the Sixth International Conference on Seismic Zonation. Oakland: Earthquake Engineering Research Institute: 10−21.
|
Abrahamson N A,Silva W J,Kamai R. 2014. Summary of the ASK14 ground motion relation for active crustal regions[J]. Earthq Spectra,30(3):1025–1055. doi: 10.1193/070913EQS198M
|
Alavi B, Krawinkler H. 2001. Effects of Near-Fault Ground Motions on Frame Structures[R]. California: Blume Earthquake Engineering Center: 33−40.
|
Almufti I,Motamed R,Grant D N,Willford M. 2015. Incorporation of velocity pulses in design ground motions for response history analysis using a probabilistic framework[J]. Earthq Spectra,31(3):1647–1666. doi: 10.1193/032113EQS072M
|
Ancheta T D,Darragh R B,Stewart J P,Seyhan E,Silva W J,Chiou B S J,Wooddell K E,Graves R W,Kottke A R,Boore D M,Kishida T,Donahue J L. 2014. NGA-West2 Database[J]. Earthq Spectra,30(3):989–1005. doi: 10.1193/070913EQS197M
|
Anderson J C,Bertero V V. 1987. Uncertainties in establishing design earthquakes[J]. J Struct Eng,113(8):1709–1724. doi: 10.1061/(ASCE)0733-9445(1987)113:8(1709)
|
Anderson J C, Bertero V V, Bertero R D. 1999. Performance Improvement of Long Period Building Structures Subjected to Severe Pulse-Type Ground Motion: Pacific Earthquake Engineering Research Center PEER Report 1999/09[R]. Berkeley: University of California: 21–109.
|
Baker J W. 2007. Quantitative classification of near-fault ground motions using wavelet analysis[J]. Bull Seismol Soc Am,97(5):1486–1501. doi: 10.1785/0120060255
|
Baker J W. 2011. Conditional mean spectrum:Tool for ground-motion selection[J]. J Struct Eng,137(3):322–331. doi: 10.1061/(ASCE)ST.1943-541X.0000215
|
Baker J W, Cornell C A. 2004. Choice of a vector of ground motion intensity measures for seismic demand hazard analysis[C]//Proceedings of the 13th World Conference on Earthquake Engineering. Vancouver BC, Canada, August 1−6, 2004.
|
Baker J W,Cornell C A. 2008. Vector-valued intensity measures for pulse-like near-fault ground motions[J]. Eng Struct,30(4):1048–1057. doi: 10.1016/j.engstruct.2007.07.009
|
Baltzopoulos G,Chioccarelli E,Iervolino I. 2015. The displacement coefficient method in near-source conditions[J]. Earthq Eng Struct Dyn,44(7):1015–1033. doi: 10.1002/eqe.2497
|
Bertero V V,Mahin S A,Herrera R A. 1978. A seismic design implications of near-fault San Fernando earthquake records[J]. Earthq Eng Struct Dyn,6(1):31–42. doi: 10.1002/eqe.4290060105
|
Boore D M. 2001. Effect of baseline corrections on displacements and response spectra for several recordings of the 1999 Chi-Chi,Taiwan,earthquake[J]. Bull Seismol Soc Am,91(5):1199–1211.
|
Boore D M,Bommer J J. 2005. Processing of strong-motion accelerograms:Needs,options and consequences[J]. Soil Dyn Earthq Eng,25(2):93–115. doi: 10.1016/j.soildyn.2004.10.007
|
Boore D M,Watson-Lamprey J,Abrahamson N A. 2006. Orientation-independent measures of ground motion[J]. Bull Seismol Soc Am,96(4A):1502–1511. doi: 10.1785/0120050209
|
Boore D M,Atkinson G M. 2008. Ground-motion prediction equations for the average horizontal component of PGA,PGV,and 5%-damped PSA at spectral periods between 0.01 s and 10.0 s[J]. Earthq Spectra,24(1):99–138. doi: 10.1193/1.2830434
|
Boore D M,Stewart J P,Seyhan E,Atkinson G M. 2014. NGA-West2 equations for predicting PGA,PGV,and 5% damped PSA for shallow crustal earthquakes[J]. Earthq Spectra,30(3):1057–1085. doi: 10.1193/070113EQS184M
|
Bradley B A. 2010. A generalized conditional intensity measure approach and holistic ground-motion selection[J]. Earthq Eng Struct Dyn,39(12):1321–1342.
|
Bradley B A,Baker J W. 2015. Ground motion directionality in the 2010−2011 Canterbury earthquakes[J]. Earthq Eng Struct Dyn,44(3):371–384. doi: 10.1002/eqe.2474
|
Bray J D,Rodriguez-Marek A. 2004. Characterization of forward-directivity ground motions in the near-fault region[J]. Soil Dyn Earthq Eng,24(11):815–828. doi: 10.1016/j.soildyn.2004.05.001
|
Campbell K W,Bozorgnia Y. 2014. NGA-West2 ground motion model for the average horizontal components of PGA,PGV,and 5% damped linear acceleration response spectra[J]. Earthq Spectra,30(3):1087–1115. doi: 10.1193/062913EQS175M
|
Chang Z W,Sun X D,Zhai C H,Zhao J X,Xie L L. 2016. An improved energy-based approach for selecting pulse-like ground motions[J]. Earthq Eng Struct Dyn,45(14):2405–2411. doi: 10.1002/eqe.2758
|
Chang Z W,Sun X D,Zhai C H,Zhao J X,Xie L L. 2018. An empirical approach of accounting for the amplification effects induced by near-fault directivity[J]. Bull Earthq Eng,16(5):1871–1885. doi: 10.1007/s10518-017-0275-7
|
Chen K C,Huang B S,Wang J H,Huang W G,Chang T M,Hwang R D,Chiu H C,Tsai C C P. 2001. An observation of rupture pulses of the 20 September 1999 Chi-Chi,Taiwan,earthquake from near-field seismograms[J]. Bull Seismol Soc Am,91(5):1247–1254.
|
Chen X Y,Wang D S. 2020. Multi-pulse characteristics of near-fault ground motions[J]. Soil Dyn Earthq Eng,137:106275. doi: 10.1016/j.soildyn.2020.106275
|
Chen X Y,Wang D S,Zhang R. 2019. Identification of pulse periods in near-fault ground motions using the HHT method[J]. Bull Seismol Soc Am,109(6):2384–2398. doi: 10.1785/0120190046
|
Chioccarelli E,Iervolino I. 2013. Near-source seismic hazard and design scenarios[J]. Earthq Eng Struct Dyn,42(4):603–622. doi: 10.1002/eqe.2232
|
Chiou B S J,Youngs R R. 2008. An NGA model for the average horizontal component of peak ground motion and response spectra[J]. Earthq Spectra,24(1):173–215. doi: 10.1193/1.2894832
|
Chiou B S J,Youngs R R. 2014. Update of the Chiou and Youngs NGA model for the average horizontal component of peak ground motion and response spectra[J]. Earthq Spectra,30(3):1117–1153. doi: 10.1193/072813EQS219M
|
Chiu H C. 1997. Stable baseline correction of digital strong-motion data[J]. Bull Seismol Soc Am,87(4):932–944. doi: 10.1785/BSSA0870040932
|
Dai Z J,Li X J,Hou C L. 2014. Orientation-independent measures of ground motion made easy[J]. Bull Seismol Soc Am,104(3):1268–1275. doi: 10.1785/0120130154
|
Dickinson B W,Gavin H P. 2011. Parametric statistical generalization of uniform-hazard earthquake ground motions[J]. J Struct Eng,137(3):410–422. doi: 10.1061/(ASCE)ST.1943-541X.0000330
|
Hall J F,Heaton T H,Halling M W,Wald D J. 1995. Near-source ground motion and its effects on flexible buildings[J]. Earthq Spectra,11(4):569–605. doi: 10.1193/1.1585828
|
Hayden C P,Bray J D,Abrahamson N A. 2014. Selection of near-fault pulse motions[J]. J Geotech Geoenviron Eng,140(7):04014030. doi: 10.1061/(ASCE)GT.1943-5606.0001129
|
Howard J K,Tracy C A,Burns R G. 2005. Comparing observed and predicted directivity in near-source ground motion[J]. Earthq Spectra,21(4):1063–1092. doi: 10.1193/1.2044827
|
Huang B S,Chen K C,Huang W G,Wang J H,Chang T M,Hwang R D,Chiu H C,Tsai C C P. 2000. Characteristics of strong ground motion across a thrust fault tip from the September 21,1999,Chi-Chi,Taiwan earthquake[J]. Geophys Res Lett,27(17):2729–2732. doi: 10.1029/2000GL011396
|
International Conference of Building Official.1997. Uniform Building Code[S]. Whittier, California: International Conference of Building Official: 1234–1253.
|
Iwan W D,Moser M A,Peng C Y. 1985. Some observations on strong-motion earthquake measurement using a digital accelerograph[J]. Bull Seismol Soc Am,75(5):1225–1246. doi: 10.1785/BSSA0750051225
|
Jayaram N,Lin T,Baker J W. 2011. A computationally efficient ground-motion selection algorithm for matching a target response spectrum mean and variance[J]. Earthq Spectra,27(3):797–815. doi: 10.1193/1.3608002
|
Ji K,Ren Y F,Wen R Z,Kuo C H. 2019. Near-field velocity pulse-like ground motions on February 6,2018 MW6.4 Hualien,Taiwan earthquake and structural damage implications[J]. Soil Dynam Earthq Eng,126:105–784.
|
Kalkan E,Gülkan P. 2004. Site-dependent spectra derived from ground motion records in Turkey[J]. Earthq Spectra,20(4):1111–1138. doi: 10.1193/1.1812555
|
Kalkan E,Kunnath S K. 2006. Effects of fling step and forward directivity on seismic response of buildings[J]. Earthq Spectra,22(2):367–390. doi: 10.1193/1.2192560
|
Kohrangi M,Vamvatsikos D,Bazzurro P. 2019. Pulse-like versus non-pulse-like ground motion records:Spectral shape comparisons and record selection strategies[J]. Earthq Eng Struct Dyn,48(1):46–64. doi: 10.1002/eqe.3122
|
Kuo C H,Huang J Y,Lin C M,Hsu T Y,Chao S H,Wen K L. 2019. Strong ground motion and pulse-like velocity observations in the near-fault region of the 2018 MW6.4 Hualien,Taiwan,earthquake[J]. Seismol Res Lett,90(1):40–50.
|
Lin Y Y,Yeh T T,Ma K F,Song T R A,Lee S J,Huang B S,Wu Y M. 2018. Source characteristics of the 2016 Meinong (ML6.6),Taiwan,earthquake,revealed from dense seismic arrays:Double sources and pulse-like velocity ground motion[J]. Bull Seismol Soc Am,108(1):188–199.
|
Luco N,Cornell C A. 2007. Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions[J]. Earthq Spectra,23(2):357–392. doi: 10.1193/1.2723158
|
Ma K F,Wu Y M. 2019. Preface to the focus section on the 6 February 2018 MW6.4 Hualien,Taiwan,earthquake[J]. Seismol Res Lett,90(1):15–18.
|
Makris N. 1997. Rigidity-plasticity-viscosity:Can electrorheological dampers protect base-isolated structures from near-source ground motions[J]. Earthq Eng Struct Dyn,26(5):571–591. doi: 10.1002/(SICI)1096-9845(199705)26:5<571::AID-EQE658>3.0.CO;2-6
|
Mavroeidis G P,Papageorgiou A S. 2003. A mathematical representation of near-fault ground motion[J]. Bull Seismol Soc Am,93(3):1099–1131. doi: 10.1785/0120020100
|
Mavroeidis G P,Dong G,Papageorgiou A S. 2004. Near-fault ground motions,and the response of elastic and inelastic single degree-of-freedom (SDOF) systems[J]. Earthq Eng Struct Dyn,33(9):1023–1049. doi: 10.1002/eqe.391
|
Melgar D,Bock Y,Sanchez D,Crowell B W. 2013. On robust and reliable automated baseline corrections for strong motion seismology[J]. J Geophys Res:Soild Earth,118(3):1177–1187. doi: 10.1002/jgrb.50135
|
NIST. 2011. Selecting and Scaling Earthquake Ground Motions for Performing Response-History Analyses[R]. Gaithersburg: NEHRP Consultants Joint Venture: 1−18.
|
Rowshandel B. 2006. Incorporating source rupture characteristics into ground-motion hazard analysis models[J]. Seismol Res Lett,77(6):708–722. doi: 10.1785/gssrl.77.6.708
|
Rupakhety R,Sigurdsson S U,Papageorgiou A S,Sigbjörnsson R. 2011. Quantification of ground-motion parameters and response spectra in the near-fault region[J]. Bull Earthq Eng,9(4):893–930. doi: 10.1007/s10518-011-9255-5
|
Shahi S K,Baker J W. 2011. An empirically calibrated framework for including the effects of near-fault directivity in probabilistic seismic hazard analysis[J]. Bull Seismol Soc Am,101(2):742–755. doi: 10.1785/0120100090
|
Shahi S K, Baker J W. 2013. A probabilistic framework to include the effects of near-fault directivity in seismic hazard assessment[R]. Berkeley: University of California: 1–77.
|
Shahi S K,Baker J W. 2014. An efficient algorithm to identify strong-velocity pulses in multicomponent ground motions[J]. Bull Seismol Soc Am,104(5):2456–2466. doi: 10.1785/0120130191
|
Shome N,Cornell C A,Bazzurro P,Carballo J E. 1998. Earthquakes,records,and nonlinear responses[J]. Earthq Spectra,14(3):469–500. doi: 10.1193/1.1586011
|
Sigurðsson G,Rupakhety R,Rahimi S E,Olafsson S. 2020. Effect of pulse-like near-fault ground motions on utility-scale land-based wind turbines[J]. Bull Earthq Eng,18(3):953–968. doi: 10.1007/s10518-019-00743-9
|
Somerville P G. 2003. Magnitude scaling of the near fault rupture directivity pulse[J]. Phys Earth Planet Inter,137(1/2/3/4):201–212.
|
Somerville P G. 2005. Engineering characterization of near fault ground motions[C/OL]//2005 New Zealand Society for Earthquake Engineering Conference. [2022-06-12]. https://www.researchgate.net/publication/237522275.
|
Somerville P G,Smith N F,Graves R W,Abrahamson N A. 1997. Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity[J]. Seismol Res Lett,68(1):199–222. doi: 10.1785/gssrl.68.1.199
|
Spudich P,Chiou B S J. 2008. Directivity in NGA earthquake ground motions:Analysis using isochrone theory[J]. Earthq Spectra,24(1):279–298. doi: 10.1193/1.2928225
|
Tang Y C,Zhang J. 2011. Response spectrum-oriented pulse identification and magnitude scaling of forward directivity pulses in near-fault ground motions[J]. Soil Dyn Earthq Eng,31(1):59–76. doi: 10.1016/j.soildyn.2010.08.006
|
Tarbali K. 2017. Ground Motion Selection for Seismic Response Analysis[D]. Canterbury: University of Canterbury: 87−96.
|
Tian S Z,Gardoni P,Yuan W C. 2019. Coseismic deformation of the 6 February 2018 MW6.2 Hualien earthquake based on strong-motion recordings[J]. Seismol Res Lett,90(1):108–117. doi: 10.1785/0220180235
|
Tothong P,Cornell C A,Baker J W. 2007. Explicit directivity-pulse inclusion in probabilistic seismic hazard analysis[J]. Earthq Spectra,23(4):867–891. doi: 10.1193/1.2790487
|
Tothong P,Cornell C A. 2008. Structural performance assessment under near-source pulse-like ground motions using advanced ground motion intensity measures[J]. Earthq Eng Struct Dyn,37(7):1013–1037. doi: 10.1002/eqe.792
|
Wang D,Xie L L,Abrahamson N A,Li S Y. 2010. Comparison of strong ground motion from the Wenchuan,China,earthquake of 12 May 2008 with the Next Generation Attenuation (NGA) ground-motion models[J]. Bull Seismol Soc Am,100(5B):2381–2395. doi: 10.1785/0120090009
|
Wang R J,Schurr B,Milkereit C,Shao Z G,Jin M P. 2011. An improved automatic scheme for empirical baseline correction of digital strong-motion records[J]. Bull Seismol Soc Am,101(5):2029–2044. doi: 10.1785/0120110039
|
Wu Y M,Wu C F. 2007. Approximate recovery of coseismic deformation from Taiwan strong-motion records[J]. J Seismol,11(2):159–170. doi: 10.1007/s10950-006-9043-x
|
Zhai C H,Chang Z W,Li S,Chen Z Q,Xie L L. 2013. Quantitative identification of near-fault pulse-like ground motions based on energy[J]. Bull Seismol Soc Am,103(5):2591–2603. doi: 10.1785/0120120320
|
Zhai C H,Li C H,Kunnath S,Wen W P. 2018. An efficient algorithm for identifying pulse-like ground motions based on significant velocity half-cycles[J]. Earthq Eng Struct Dyn,47(3):757–771. doi: 10.1002/eqe.2989
|
Zhao X F,Wen Z P,Xie J J,Xie Q C,Ching K E. 2021. Comparison of near-fault velocity pulse-like ground motions from the 2018 MW6.4 Hualien,Taiwan,earthquake with the next generation attenuation (NGA)-West2 ground-motion models and directivity models[J]. Bull Seismol Soc Am,111(2):686–703. doi: 10.1785/0120200141
|
Deng Hui, Dong Feifei. 2020: Supplementary investigation of historical earthquakes in southern Jiangxi. Acta Seismologica Sinica, 42(4): 491-503. DOI: 10.11939/jass.20200042 | |
2018: 《纪念汶川大地震十周年》专辑前言. Acta Seismologica Sinica, 40(3): 1-1. | |
2010: 震源参数对强地面震动模拟结果的影响 . Acta Seismologica Sinica, 32(1): 51-59. |
|
2004: 华东地区地电阻率各向异性度的地震前兆异常特征初步研究. Acta Seismologica Sinica, 26(2): 223-227. | |
1991: HISTORICAL SEISMICITY OF THE OFFSHORE FUJIAN GUANGDONG REGION. Acta Seismologica Sinica, 13(4): 505-516. |