参考文献/References:
[1] ANDERSON J G,BODIN P,BRUNE J N,et al. Strong ground motion from the michoacan,Mexico,Earthquake[J]. Science,1986,233(4768):1043-1049.
[2] ASIMAKI D,MOHAMMADI K,AYOUBI P,et al. Investigating the spatial variability of ground motions during the 2017 Mw 7. 1 Puebla-Mexico City earthquake via idealized simulations of basin effects[J]. Soil Dynamics and Earthquake Engineering,2020,132:106073.
[3] KAWASE H. The cause of the damage belt in Kobe:"The Basin-Edge Effect,"constructive interference of the direct S-wave with the basin-induced diffracted/rayleigh waves[J]. Seismological Research Letters,1996,67(5):25-34.
[4] BOORE D M. Comparisons of ground motions from the 1999 Chi-Chi earthquake with empirical predictions largely based on data from California[J]. Bulletin of the Seismological Society of America,2001,91(5):1212-1217.
[5] 王海云. 渭河盆地中土层场地对地震动的放大作用[J]. 地球物理学报,2011,54(1):137-150. WANG Haiyun. Amplification effects of soil sites on ground motion in the Weihe basin[J]. Chinese Journal of Geophysics. Geophys,2011,54(1):137-150.(in Chinese)
[6] 刘启方. 2014年鲁甸地震龙头山镇盆地共振效应研究[J]. 地震工程与工程振动,2021,41(2):43-52. LIU Qifang. Study on the basin resonance effect in Longtoushan Town during the 2014 Ludian earthquake[J]. Earthquake Engineering and Engineering Dynamics,2021,41(2):43-52.(in Chinese)
[7] 张建经,朱传彬,张明,等. 地震波入射角对盆地地震反应影响的数值分析[J]. 岩石力学与工程学报,2014,33(增刊1):2720-2727. ZHANG Jianjing,ZHU Chuanbin,ZHANG Ming,et al. Numerical analysis for effect of incident angle of seismic wave on seismic response of basin[J]. Chinese Journal of Rock Mechanic and Engineering,2014,33(S1):2720-2727.(in Chinese)
[8] KHANBABAZADEH H,IYISAN R. A numerical study on the 2D behavior of the single and layered clayey basins[J]. Bulletin of Earthquake Engineering,2014,12(4):1515-1536.
[9] ZHU C,THAMBIRATNAM D. Interaction of geometry and mechanical property of trapezoidal sedimentary basins with incident SH waves[J]. Bulletinof Earthquake Engineering,2016,14(11):1-26.
[10] 陈学良,高孟潭,李铁飞. Rayleigh面波作用下盆地场地响应特性研究[J]. 土木建筑与环境工程,2011,33(增刊2):29-33. CHEN Xueliang,GAO Mengtan,LI Tiefei. Study on response characteristics of basin site wave[J]. Journal of Civil and Environmental Engineering,2011,33(S2):29-33.(in Chinese)
[11] 刘中宪,苗岳云,陈頔. 点震源作用下三维沉积盆地地震动谱元模拟[J]. 世界地震工程,2020,36(2):200-208. LIU Zhongxian,MIAO Yueyun,CHEN Di. Seismic spectral element simulation of three-dimensional sedimentary basin under the action of point seismic source[J]. World Earthquake Engineering,2020,36(2):200-208
[12] 梁佳利,梁建文,韩冰. 基于黏弹性边界的二维沉积盆地非线性地震响应分析[J]. 地震工程与工程振动,2020,40(4):108-117. LIANG Jiali,LIANG Jianwen,HAN Bing. Nonlinear earthquake response analysis of 2D sedimentary basin using viscous-spring boundary[J]. Earthquake Engineering and Engineering Dynamics,2020,40(4):108-117.(in Chinese)
[13] 傅淑芳,刘宝诚. 地震学教程[M]. 北京:地震出版社. 1991. FU Shufang,LIU Baocheng. Tutorial of Seismology[M]. Beijing:Seismological Press,1991.(in Chinese)
[14] 廖振鹏. 工程波动理论导论[M]. 北京:科学出版社,2002. LIAO Zhenpeng. Introduction to Wave Motion Theories in Engineering[M]. Beijing:Science Press,2002.(in Chinese)
[15] 刘斌. 地震学原理与应用[M]. 合肥:中国科技大学出版社. 2009. LIU Bin. Principles and Applications of Seismology[M]. Hefei:University of Science and Technology of China Press,2009.(in Chinese)
[16] GB 50011-2010建筑抗震设计规范[S]. 北京:中国建筑工业出版社,2010 GB 50011-2010 Code for Seismic Design of Buldings[S]. Beijng:Building Industry Press of China,2010.(in Chinese)
相似文献/References:
[1]韩建平,董小军,周伟.基于振动台试验的RC框架模型修正及模拟损伤识别[J].地震工程与工程振动,2010,30(05):087.
HAN Jianping,DONG Xiaojun,ZHOU Wei.Model updating for RC frame based on shaking table test and identification of simulated damage[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2010,30(02):087.
[2]王栋,谢礼立.断层倾角对上/下盘效应的影响[J].地震工程与工程振动,2007,27(05):001.
WANG Dong,XIE Lili.The influence of the fault dip angle on the hanging wall/footwall effect[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2007,27(02):001.
[3]瞿伟廉,鲁丽君,李明.工程结构三维疲劳裂纹最大应力强度因子计算[J].地震工程与工程振动,2007,27(06):058.
QU Weilian,LU Lijun,LI Ming.Calculation of the maximum stress intensity factor of 3-D fatigue crack in engineering structures[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2007,27(02):058.
[4]陆浩亮,李思明,金国芳,等.高层建筑转换梁上短肢剪力墙抗震试验和分析[J].地震工程与工程振动,2005,25(02):077.
Lu Haoliang,Li Siming,Jin Guofang,et al.Tests and finite element analysis of earthquake resistant capability of shallow-section shear walls on transfer floor of a tall building[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2005,25(02):077.
[5]王威,任青文.活动断裂对深埋隧洞影响的研究概述[J].地震工程与工程振动,2006,26(01):175.
Wang Wei,Ren Qingwen.General introduction to the effect of active fault on deeply buried tunnel[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2006,26(02):175.
[6]胡少卿,孙柏涛.核电站用三相异步电机的抗震力学性能计算分析[J].地震工程与工程振动,2006,26(06):133.
Hu Shaoqing,Sun Baitao.Seismic analysis for three phase asynchronous motor used in nuclear power generating station[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2006,26(02):133.
[7]刘英利,王绍杰,苏幼坡,等.底部两层框架基础隔震建筑非线性动力分析[J].地震工程与工程振动,2006,26(06):190.
Liu Yingli,Wang Shaojie,Su Youpo,et al.Nonlinear dynamic analysis of base isolated masonry structure with two-story frame structure on bottom[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2006,26(02):190.
[8]杜修力,封光,赵密.高承台群桩基础桥墩的动水附加质量模型验证[J].地震工程与工程振动,2014,34(05):081.[doi:10.13197/j.eeev.2014.05.81.duxl.011]
DU Xiuli,FENG Guang,ZHAO Mi.Study on hydrodynamic added mass model for bridge pier on high cap pile group foundation[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2014,34(02):081.[doi:10.13197/j.eeev.2014.05.81.duxl.011]
[9]赵密,梁玲玉,杜修力.无限域波传播分析的高精度连分式人工边界条件[J].地震工程与工程振动,2015,35(04):021.[doi:10.13197/j.eeev.2015.04.21.zhaom.003]
ZHAO Mi,LIANG Lingyu,DU Xiuli.Continued-fraction-based high-order radiation boundary condition for simulation of wave propagation in infinite domain[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2015,35(02):021.[doi:10.13197/j.eeev.2015.04.21.zhaom.003]
[10]王铭明,陈健云,陈志强,等.局部土体地基的圆锥形黏弹性边界研究[J].地震工程与工程振动,2018,38(03):065.[doi:10.13197/j.eeev.2018.03.65.wangmm.008]
WANG Mingming,CHEN Jianyun,CHEN Zhiqiang,et al.Research for cone type spring-dashpot boundary condition of local soil foundation[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2018,38(02):065.[doi:10.13197/j.eeev.2018.03.65.wangmm.008]