三维弹性半空间中圆弧形沉积谷地对弹性波的散射
详细信息    本馆镜像全文|  推荐本文 |  |   获取CNKI官网全文
摘要
众所周知,历史上多次地震灾害给人民的生命安全和物质财产造成了巨大的损失。通过对震后灾情的考察,局部场地地形对于地震动,即场地反应有着重大的影响。因此,局部场地反应问题,一直是地震工程学界近年来研究的热点问题之一。
     随着科学技术的发展,特别是计算机技术的发展,为人们从理论分析角度对局部场地反应问题进行研究提供了许多便利条件。沉积谷地形是工程中常见的局部场地类型,对这类场地的场地反应的研究,一直倍受科研人员的关注。随着研究的不断深入,对于沉积谷地形的场地反应的研究取得了一定的成果,但在这些成果中,多数是基于二维平面假设的情况下得到的,这对于全面认识沉积谷场地对于地震波传播的影响具有一定的局限性。
     作为对前人研究成果的深入和补充,本文采用Fourier-Bessel级数展开技术和有限项Fourier级数展开技术,并将大圆弧假定拓展为大圆弧面假定来模拟半空间表面,从而将沉积谷地形对P波、SV波和Rayleigh波的散射的解析解,由二维拓展为三维。为进一步认识和研究地震波对沉积谷地形场地反应的影响奠定基础。
     本文以上述研究工作为基础,在求得解析解的条件下,深入分析了利用级数展开法进行求解的精度问题,并从入射波的自身性质和沉积谷场地的性质出发,较为全面的分析了三维条件下P波、SV波和Rayleigh波对沉积谷地形场地反应的影响。研究表明,沉积谷地形对于地震波的放大效应与入射波的频率和入射角度密切相关,入射波频率较高和一些特定的入射角度,沉积谷地形对地震波的放大作用会比较明显;沉积谷地形弧深变化对地震波的放大作用影响比较大,也比较复杂,在不同的入射角度下,浅弧和深弧均有可能使地表位移放大较多;沉积介质的性质对沉积谷地形场地反应影响显著,一般来说,在各入射角度下,沉积介质的刚度相对于半空间介质刚度越小时,沉积谷地形对于地震波的放大作用越明显。
As we all have known, many earthquake hazards in history had brought tremendous losses to the safety of people's lives and property. Through the post-earthquake disaster investigations, the types of local sites have quite an effect on the surface motions of the local sites, which may be called the response of site. Therefore, the problem of the response of local venues has been a hot issue in earthquake engineering academics in recent years.
     With developments of Science and technology, especially the development of computer technology, the advanced technologies provide people many convenient conditions to study the issue of local venue response from the perspective of theoretical analysis. The response of alluvial valley site which is a common type of local venues, have been paid much attention by the researchers. With the study continuously deepening, some results of response of the alluvial valley sites have been achieved. But the most of these results are based on the assumption that two-dimensional plane conditions are concerned. So it has contained limitations for us to comprehensively understand the effects that sedimentary Valley venues have on the propagation of seismic waves.
     As the supplementary and expansion of previous Research results, In this paper, through using Fourier - Bessel series expansion methods and expanding the assumption from the large circular to the circular surface to simulate half-space surface, we expand analytical solutions of scattering of the P-waves, SV-waves and Rayleigh-waves on alluvial valley sites from 2D to 3D to lay the foundation of further understanding and studying the effects that alluvial valley sites have on the propagation of seismic waves.
     in this paper, Based on the above studies, under the conditions of obtained the analytical solutions, the problem of accuracy of using method of series expansion to solve the issue is deeply analyzed and from the natures of the incident waves and the natures of alluvial valley sites, a more comprehensive analysis of effects that alluvial valley sites have on P-wave, SV-waves and Rayleigh-waves are made. Studies show that the amplification of the seismic waves by alluvial valley sites is closely related with the frequency and incidence angle of incident waves. The amplification of the seismic waves by alluvial valley sites is more obvious for relatively high frequency or some specific incidence angle of incident waves. The changes of the arc depth of alluvial valley have a major impact on the amplification of seismic waves by alluvial valley sites, and the effect is also complex. In different incidence angle of incident waves, the amplification of surface displacements may be more either in deep arc or in shallow arc. The nature of medium in alluvial valley has obvious effect on the surface motions of alluvial valley sites. In generally speaking, the stiffness of the deposition medium compared to the stiffness of half-space medium is the smaller, the amplification of seismic waves by alluvial valley sites is the more obvious.
引文
[1] A lterman Z, Karal F C. Propagation of elastic waves in layered media by finite-difference methods[J].Bull. Seism.Soc.Am.1968,58 (1) : 367-398
    [2] MASAHIKO FUYUKI and YOSHIRO MATSUMOTO,Finite difference analysis of Rayleigh wave scattering at a trench , Bulletin of the Seismological Society of America, Dec 1980; 70: 2051 - 2069
    [3] K.H.Yoon,G.A.McMechan,3D eight-order elastic finite difference modeling of refraction and strong-motion data from the Coyote Lake region, California,Bulletin of the Seismological Society of America, June 1,1996,86(3): 616-626
    [4] Tae-Seob Kang and Chang-Eob Baag,An Efficient Finite-Difference Method for Simulating 3D Seismic Response of Localized Basin Structures,Bulletin of the Seismological Society of America, October 1, 2004; 94(5): 1690– 1705
    [5] J.A.Pérez-Ruiz,F.Luzón and A.García-Jerez, Simulation of an IrregBullev.95(ular Free Surface with a Displacement Finite-Difference Scheme tin of the Seismological Society of America; December 2005; 6),2216-2231
    [6]杨柏坡,陈庆彬.显式中心差分有限单元法在复杂场地地震反应分析中的应用[J]地震研究,1992,(01)
    [7]杨柏坡,陈庆彬,显式中心差分有限单元法在复杂场地地震反应分析中的应用,地震研究/1992/01
    [8]李小军,廖振鹏,关慧敏,粘弹性场地地形对地震动影响分析的显式有限元-有限差分方法,地震学报/1995/03
    [9]廖振鹏,杨柏坡,袁一凡,三维地形对地震地面运动的影响,地震工程与工程振动,1981,1(1)
    [10] Boore.D.M, Finite difference methods of seismic wave propagation in heterogeneous materials, Methods in Computational physics, 1972,Vol11,1-37
    [11] Lysmer J, Drake L A. A finite element method for seismology[M], In Alder B, Fernbach S, Bolt B A ,Eds., Methods in computational physics,Seismology. A cademic Press, 1972. 181-216
    [12] Seron F J, Sanz F J, Kindelan M,etal. Finite-element method for elastic wave propagation[J].Comm. Appl. Numerical Methods, 1990, 6 (2): 359-368
    [13] Seron F J, Badal J, Sabadell. A numerical laboratory for simulation and visualization of seismic wave fields[J]. Geophys. Prosp.,1996, 44(4): 603-642
    [14] Padovani E, Priolo E, Seriani. Low and high-order finite element method: experience in seismic modeling[J]. J. Comp. Acoust., 1994, 2(1): 371-422
    [15] Sarma G S, M allick K, Gadh inglajkar V R. Nonreflecting boundary condition in finite element formulation for an elastic wave equation [J].Geophysics,1998,63(3): 1006-1016
    [16]廖振鹏,杨光,稳态SH波动的有限元模拟,地震学报,1994.2,16(1)96-105
    [17]张美根,王妙月,各向异性弹性波场的有限元数值模拟,地球物理学进展,2002,17(3),384-389
    [18]彭一民,孙进忠,郝宪生.北京凹陷地震反应的数学物理模拟[J]地质学报, 1987,(04)
    [19] Takumi Toshinawa,Tatsuo Ohmachi,Love-wave propagation in a three-dimensional sedimentary basin,Bulletin of the Seismological Society of America,1992.8,82(4)1661-1677
    [20]廖振鹏,刘晶波,波动的有限元模拟——基本问题和基本研究方法,地震工程与工程振动,1989,4
    [21]李彤,金春山和林皋,不规则地形波散射的混合方法研究,大连理工大学学报,1993.6
    [22] Kreiss H O, Oliger J. Comparison of accurate methods for the integration of hyperbolic equations[J]. Tellus, 1972,24(3):199-215
    [23] Shi YM. Solution of elastic wave equations on fluid-saturated porous media the pseudo spectal method[J]. J. Southwestern Petroleum Institute, 1995,17(1) : 34-37
    [24] Patera A T. A spectral element method for fluid dynamics: laminar flow in a channel expansion [J]. J. Comput. Phys., 1984, 54(3): 468-488
    [25] Priolo E, Seriani G.A numerical investigation of Chebychev spectral element method for acoustic wave propagation [A]. In Proc. 13th IMACS Conf. on Comp. App. Math. [C]. Ireland Dublin, 1991,551-556
    [26] Komatitsch D. Spectral and spectral-element methods for the 2D and 3D elastodynamics equations in heterogeneous media [D]. Ph. D thesis, Inst itutede Physiquedu Globe, Paris, France, 1997
    [27] D. Komatitsch and J.-P. Vilotte,The spectral element method: An efficient tool to simulate the seismic response of 2D and 3D geological structures,Bulletin of the Seismological Society of America, April 1, 1998; 88(2): 368 - 392
    [28] Dimitri Komatitsch, Qinya Liu,Simulations of Ground Motion in the Los Angeles Basin Based upon the Spectral-Element Method,Bulletin of the Seismological Society of America,2004.2 94(1)187-206
    [29]杜修力,熊建国.波动问题的级数解边界元法[J].地震工程与工程振动, 1988,(01)
    [30]刘殿魁,杜修力.各向异性介质中SH波传播的边界元方法[J].地震工程与工程振动, 1987,(02)
    [31]林皋,关飞,用边界元法研究地震波在不规则地形处的散射问题,大连理工大学学报,1990,2
    [32]赵成刚、杜修力、李小军,用三维半解析边界元的子结构法分析凸起山包对地震波的散射,中国地震,1993.2
    [33]钟伟芳,刘再扬,各向异性体对瞬态SH波散射问题的边界元方法,力学学报,1993.1
    [34]钟伟芳,林青,各向异性介质的弹性波散射问题的边界元方法固体力学学报,1992.3
    [35] PAUL S. NOWAK and JOHN F. HALL,Direct boundary element method for dynamics in a half-space,Bulletin of the Seismological Society of America. 1993,83(5),1373-1390
    [36] Hirokazu Takemiya and Akihiro Fujiwara,SH-wave scattering and propagation analyses at irregular sites by time domain BEM,Bulletin of the Seismological Society of America,1994,84(5)1443-1455
    [37] Francisco Luzon, Shin Aoi, Donat Fah and Francisco J. Sánchez Sesma,Simulation of the seismic response of a 2D sedimentary basin: a comparison between the indirect boundary element method and a hybrid technique,Bulletin of the Seismological Society of America,1995,85(5),1501-1506
    [38]梁建文,尤红兵,层状半空间中洞室对入射平面P波的放大作用,地震工程与工程振动,2005,2
    [39]梁建文,尤红兵,层状半空间中洞室对入射平面SV波的散射,岩土力学,2006,3
    [40]梁建文,巴振宁,弹性层状半空间中沉积谷地对入射平面SH波的放大作用,地震工程与工程振动,2007,3
    [41] F.J.SANCHEZ-SESMA and M. CAMPILLO,Diffraction of P, SV, and Rayleigh waves by topographic features: A boundary integral formulation,Bulletin of the Seismological Society of America, December 1, 1991; 81(6): 2234 - 2253
    [42] Michel Bouchon, Craig A. Schultz and M. Nafi Toks?z,A fast implementation of boundary integral equation methods to calculate the propagation of seismic waves in laterally varying layered media ,Bulletin of the Seismological Society of America; December 1995; v. 85(6),1679-1687
    [43]熊建国,关慧敏,杜修力,级数解边界积分法及其在地震波散射问题中的应用[J],地震工程与工程振动, 1991,(02) .
    [44]杜修力,熊建国,关慧敏,平面SH波散射问题的边界积分方程分析法[J].地震学报,1993,(03)
    [45]陈九辉,刘启元.合成三维横向非均匀介质远震体波接收函数的Maslo,地球物理学报, 1999,42(1):84-93
    [46]王辉,常旭,基于图形结构的三维射线追踪方法[J],地球物理学报, 2000, 43(4) : 534-541
    [47] JIA-JU.LEE and CHARLES.A.LANGSTON, Wave propagation in a three-dimensional circular basin, Bulletin of the Seismological Society of America; December 1983,73(6),1637-1653
    [48]梁建文,严林隽,Vincent W.Lee.圆弧形凹陷地形表面覆盖层对入射平面SV波的影响[J]地震学报, 2001,(06)
    [49]梁建文,严林隽,Vincent W Lee.圆弧形凹陷地形表面覆盖层对入射平面P波的影响[J]固体力学学报, 2002,(04)
    [50]梁建文,张浩,Vincent W Lee.地下洞室群对地面运动影响问题的级数解答——P波入射[J]地震学报
    [51]梁建文;李艳恒地下洞室群对地面运动影响问题的级数解答:SH波入射岩土力学2006年10期
    [52]梁建文,张彦帅,Vincent W Lee.平面SV波入射下半圆凸起地形地表运动解析解[J]地震学报, 2006,(03)
    [53]梁建文,张浩,Vincent WLEE平面P波入射下地下洞室群动应力集中问题解析解岩土工程学报/2004/06
    [54]梁建文,张浩,Vincent W地下双洞室在SV波入射下动力响应问题解析解振动工程学报/2004/02
    [55]梁建文,纪晓东,Vincent W Lee地下圆形衬砌隧道对沿线地震动的影响(I):级数解岩土力学/2005/04
    [56]梁建文;罗昊; Vincent W.Lee,任意圆弧形凸起地形中隧洞对入射平面SH波的影响地震学报, 2004.5
    [57]梁建文,张郁山,顾晓鲁,Vincent W Lee圆弧形层状凹陷地形对平面SH波的散射振动工程学报/2003/02
    [58]李雨润,袁晓铭,孙锐.半空间异质隆起的出平面动力响应:闭合级数解答[J]地震工程与工程振动, 2005,(03)
    [59]袁晓铭,廖振鹏.任意圆弧形凸起地形对平面SH波的散射[J]地震工程与工程振动, 1996,(02)
    [60]袁晓铭,廖振鹏自由表面圆弧型不规则边界对SH波的散射科学通报/1997/03
    [61]袁晓铭,廖振鹏圆弧型沉积盆地对平面SH波的散射华南地震/1995/02
    [62]袁晓铭地表下圆形夹塞区出平面散射对地面运动的影响地球物理学报/1996/03
    [63]袁晓铭;廖振鹏,圆弧形凹陷地形对平面SH波散射问题的级数解答,地震工程与工程振动,1993,2
    [64]袁晓铭,廖振鹏任意圆弧形凸起地形对平面SH波的散射,地震工程与工程振动/1996/02
    [65]袁晓铭,廖振鹏圆弧形凹陷地形对平面SH波散射问题的级数解答,地震工程与工程振动/1993/02
    [66]党卫东,赵慧敏,杨大兵.半球形峡谷对P波散射问题的初步研究[J],河北建筑科技学院学报, 2005,(01)
    [67]牛俊萍,赵慧敏,高爱坤,韩菁菁.半球形峡谷对SH波散射问题的初步研究[J],河北建筑科技学院学报, 2006,(02)
    [68]赵慧敏,韩菁菁,索丰平,党卫东.半球形峡谷对SV波的散射解析解[J],河北建筑科技学院学报, 2006,(03)
    [69]党卫东,赵慧敏,杨大兵.半球形峡谷对P波散射问题的初步研究[J],河北建筑科技学院学报, 2005,(01)
    [70]李伟华,赵成刚.具有饱和土沉积层的充水河谷对平面波的散射[J],地球物理学报, 2006,(01)
    [71]赵成刚,韩铮,半球形饱和土沉积谷场地对入射平面Rayleigh波的三维散射问题的解析解[J],地球物理学报, 2007,(03)
    [72]李伟华,赵成刚,饱和土沉积谷场地对平面SV波的散射问题的解析解[J],地球物理学报, 2004,(05)
    [73]李伟华,赵成刚,饱和土沉积谷场地对平面P波的散射,岩土工程学报2003.3
    [74]房营光,相邻多个浅圆弧凹陷地形对平面SH波散射的级数解,应用数学和力学,1995,7
    [75]房营光,二维地表相邻多个半圆弧沟谷对SH波的散射,地震工程与工程振动,1995.1
    [76] Trifunac, M.D. A note on scattering of plane SH waves by a semi-elliptical canyon, Int. J. Earthquake Eng. and Struct. Dynamics, 1973,1,267-281
    [77] Wong,H.L. and Trifunac,M.D., Scattering of plane SH waves by semi-cylindrical canyon, International Journal of Earthquake Engineering and Structure Dynamics, 1974,3,157-169
    [78] Cao, H. and Lee, V.W., Scattering of plane P waves by circular cylindrical canyons with various depth-to-width ratio, International Journal of Soil Dynamics and Earthquake Engineering, 1990, 9(3),141-150
    [79] Lee, V.W. and Cao, H., Diffraction of plane SV waves by circular canyons with various depths, ASCE Engineering Mechanics Division. 1989,115(9),2035-2056
    [80] Cao, H. and Lee, V.W., Scattering of plane SH waves by circular cylindrical canyons with various depth-to-width ratio, European Journal of Earthquake Engineering, 1989, 3 (2) ,29-37
    [81]刘殿魁,韩峰,平面SH波在相邻多个半圆形凹陷地形上的散射,地震工程与工程振动,1992.2
    [82]刘殿魁,王宁伟,相邻多圆孔各向异性介质中SH波的散射,地震工程与工程振动,1989.4
    [83]刘殿魁,林宏,SH波对双相介质界面附近圆形孔洞的散射,固体力学学报,2003.2
    [84]刘殿魁,林宏,浅埋的圆柱形孔洞对SH波的散射与地震动,爆炸与冲击,2003.1
    [85]刘殿魁,许贻燕,各向异性介质中SH波与多个半圆形凹陷地形的相互作用,力学学报,1993.1
    [86]刘殿魁,韩峰,SH波对各向异性凹陷地形的散射[J],地震工程与工程振动, 1990,(02)
    [87]刘殿魁,韩峰,SH波对各向异性凹陷地形的散射,地震工程与工程振动,1990.2
    [88]刘殿魁,袁迎春,各向异性介质中由SH波引起的圆孔周围的远场位移,地震工程与工程振动,1988.1
    [89]林宏,史文谱,刘殿魁,SH波入射时浅埋结构的动力分析,哈尔滨工程大学学报,2001.6
    [90]曹欣荣,宋天舒,刘殿魁,任意形状凸起地形对平面SH波的散射,应用数学和力学,2001.9
    [91]齐辉,王艳,刘殿魁,半无限空间界面附近SH波对圆形衬砌的散射,地震工程与工程振动,2003.3
    [92]史文谱,刘殿魁,林宏,张耀良,半无限空间中稳态P波在衬砌周围的散射,地震工程与工程振动,2002.3
    [93]李彤,王国庆,刘殿魁,SH波在含圆形孔洞的半圆形凸起处的散射,地震工程与工程振动,2003.5
    [94]韩峰,刘殿魁, SH波对半无限圆形凹陷地形造成的位移场的研究,哈尔滨建筑大学学报,1990.3
    [95]林宏,刘殿魁,半无限空间中圆形孔洞周围SH波的散射,地震工程与工程振动,2002.2
    [96]王国庆,刘殿魁,SH波对浅埋相邻多个圆孔作用的动力分析,哈尔滨工程大学学报,2003.1
    [97]陈志刚,刘殿魁. SH波冲击下浅埋任意形孔洞的动力分析[J],地震工程与工程振动,2004,(04)
    [98]王慧文,刘殿魁,邱发强,陈海涛,SH波入射时多个浅埋圆形衬砌结构附近半圆形沉积层的地震动[J],东北林业大学学报,2005,(06)
    [99]史文谱,刘殿魁,禇京莲,巩华荣,郭淑红,二维直角平面内固定圆形夹杂对稳态入射反平面剪切波的散射[J],爆炸与冲击,2007,(01)
    [100]史文谱,刘殿魁,林宏,张耀良,半无限空间中稳态P波在衬砌周围的散射[J],地震工程与工程振动,2002,(03)
    [101]王慧文,刘殿魁,邱发强,李文华,SH波入射时浅埋圆形结构附近半圆形沉积谷地的地震动,哈尔滨工业大学学报,2006.6
    [102]刘刚,刘殿魁. SH波入射时浅埋圆孔附近等腰三角形凸起地形的地震动[J],固体力学学报, 2007,(01)
    [103]王志伟,齐辉,刘殿魁,具有刚性覆盖层的界面圆环形衬砌对SH波的散射,哈尔滨工程大学学报,2002.4
    [104]刘殿魁,刘宏伟,SH波散射与界面圆孔附近的动应力集中,力学学报,1998.5
    [105]刘殿魁,田家勇,SH波对界面圆柱形弹性夹杂散射及动应力集中,爆炸与冲击,1999.2
    [106]刘宏伟,刘殿魁,界面圆孔对SH波散射的远场解,固体力学学报,1999.4
    [107]陈志刚,SH波作用下界面任意形状孔洞附近的动应力集中[J],固体力学学报,2006,(04)
    [108]刘刚,李宏亮,刘殿魁,SH波对浅埋裂纹的半圆形凹陷地形的散射[J],爆炸与冲击, 2007,(02)
    [109]刘殿魁,刘宏伟,曲线坐标在弹性波散射中的应用——SH波对不等深度凹陷地形的散射,地震工程与工程振动,1996,16(2),14-24
    [110]刘殿魁;王国庆浅埋圆形孔洞附近的半圆形凸起对SH波的散射力学学报/2006/02
    [111]崔志刚,邹永超,刘殿魁SH波对圆弧形凸起地形的散射地震工程与工程振动/1998/04
    [112]杜永军,赵启成,刘殿魁,邱发强. SH波入射时多个半圆凸起地形附近浅埋圆孔的动力分析[J]东北林业大学学报, 2005,(04)
    [113]杜永军,赵启成,刘殿魁,王艳,周瑞芬. SH波入射时半圆形凸起地形附近浅埋圆形衬砌结构的动应力分析[J]地震工程与工程振动, 2005,(03)
    [114] Sanchez-Sesma, F.I., Diffraction of elastic waves by three dimensional surface irregularities, Bull. Scism. Soc. Am., 1983,73,1621-1636
    [115] Hudson, J.A., Scattering surface waves from a surface obstacle, Geophys.J.R.Astr.Soc.1967,13,441-458
    [116] Hudson, J.A. and Boore, D.M., Comments on scattered surface waves from a surface obstacle, Geophys. J. R. Astr. Soc.,1980, 60,123-127
    [117] Gilbert, F. and Knopoff, L., Seismic scattering from topographic irregularities, J. Geophys. Res. 1960, 65, 3437-3444
    [118] K.R.KHAIR,S.K.DATTA and A.H.SHAH,Amplification of obliquely incident seismic waves by cylindrical alluvial valleys of arbitrary cross-sectional shape. Part I. Incident P and SV waves,Bulletin of the Seismological Society of America,June 1989; v. 79; no. 3; p. 610-630
    [119] K. R. KHAIR, S. K. DATTA and A. H. SHAH,Amplification of obliquely incident seismic waves by cylindrical alluvial valley of arbitrary cross-sectional shape. Part II. Incident SH and rayleigh waves,Bulletin of the Seismological Society of America, 1991.4 81(2)346-357
    [120] Roberto Paolucci, Martha.M. Suarez And Francisco J. Sanchez Sesma,Fast computation of SH seismic response for a class of alluvial valleys,Bulletin of the Seismological Society of America, 1992.1 82.5,2075-2086
    [121]张楚汉,赵崇斌,河谷形态对平面SH波散射的影响,岩土工程学报,1990.1
    [122]金峰,张楚汉,王光纶,半椭圆形河谷上沉积层地震响应研究,清华大学学报(自然科学版),1993.5
    [123] Stephen Harmsen And Samuel Harding , Surface motion over a sedimentary valley for incident plane P and SV waves,Bulletin of the Seismological Society of America, 1981.6,71(3),655-670
    [124] Arben Pitarka, Daisuke Suetsugu and Hiroshi Takenaka,Elastic finite-difference modeling of strong motion in Ashigara Valley for the 1990 Odawara, Japan, earthquake,Bulletin of the Seismological Society of America, 1996.8 ,86(4),981-990
    [125] Francisco J. Sanchez-Sesma and Francisco Luzon, Seismic response of three-dimensional alluvial valleys for incident P, S, and Rayleigh waves,Bulletin of the Seismological Society of America, 1995.2,85(1),269-284
    [126]梁建文,巴振宁,弹性层状半空间中沉积谷地对入射平面SH波的放大作用,地震工程与工程振动, 2007.3
    [127] Francisco J. Sánchez-Sesma And Jorge A. Esquivel,Ground motion on alluvial valleys under incident plane SH waves, Bulletin of the Seismological Society of America,1979.8, 69(4),1107-1120
    [128] David L. Clements and Ashley Larsson A note on surface motion of inhomogeneous alluvial valleys due to incident plane SH waves, Bulletin of the Seismological Society of America, 1994.2,84(1), 192-201
    [129] Miguel A. Bravo, Francisco J. Sanchez-Sesma And Francisco J. Chavez-Garcia, Ground motion on stratified alluvial deposits for incident SH waves, Bulletin of the Seismological Society of America, 1988,4,78(2),436-450
    [130] Trifunac,M.D. Surface motion of a semi-cylindrical valley for incident plane SH waves, Bulletin of the Seismological Society of America, 1971,61,1755-1770
    [131] Wong,H.L. and Trifunac,M.D., Surface motion of a semi-elliptical alluvial valley for incident plane SH waves, Bulletin of the Seismological Society of America, 1974,64,1389-1408
    [132] M.I.Todorovska and V.W.Lee, Surface motion of shallow circular alluvial valleys for incident plane SH waves-analytical solution, Soil Dynamics and Earthquake Engineering, 1991,4,192-200
    [133]梁建文,严林隽,秦东等.圆弧形沉积河谷场地在平面SV波入射下的动力响应[J].土木工程学报,2003,36(12):74—82.
    [134]梁建文,严林隽,李军伟等.圆弧形沉积河谷场地在平面P波入射下的响应[J].岩土力学,2001,22(2):138—143.
    [135]梁建文,严林隽,Vincent W.Lee.圆弧形层状沉积谷地对入射平面P波的散射解析解[J],地震学报, 2001,(02)
    [136]梁建文,张秋红,李方杰.浅圆沉积谷地对瑞雷波的散射——高频解[J]地震学报, 2006, 28 (2) : 176~182
    [137]粱建文,严林隽.Vincent W.Lee.圆弧形层状沉积谷地对入射平面P波的影响[J].地震学报,2001,23(2):167—184.
    [138]粱建文,张郁山.顾晓鲁,等.圆弧形层状沉积河谷场地在平面SH波入射下动力响应分析,岩土工程学报,2000,2(4):396—401.
    [139] Xiaoming Yuan,Zhengpeng Liao,Scattering of plane SH waves by a cylindrical alluvial valley of circular-arc cross-section , Earthquake Engineering and structure Dynamics,1995, 24:1303 -1313
    [140]李伟华,赵成刚,饱和沉积谷场地对平面P波的散射,岩土工程学报,2003.5,25(3)
    [141]李伟华赵成刚,饱和土沉积谷场地对平面SV波的散射问题的解析解,地球物理学报,2004.9,47(5),911-919
    [142] Marijan Dravinski,Scattering of Elastic Waves by an Alluvial Valley,Journal of the Engineering Mechanics Division, Vol. 108, No. 1, January/February 1982, pp. 19-31
    [143] Lee, V. W, Three-dimensional diffraction of plane P, SV, SH waves by a hemispherical alluvial valley, Soil Dynamics and Earthquake Engineering, 1984, Vol , 3, No.3, 133-144
    [144] Masahiro Kawano, Satoshi Matsuda, Kozo Toyoda and Jun Yamada, Seismic response of three-dimensional alluvial deposit with irregularities for incident wave motion from a point source, Bulletin of the Seismological Society of America,1994.12,84(6), 1801-1814
    [145]贾豫葛,李小凡等,地震波散射研究的若干重要进展,地球物理学进展,2005.12,40(4),939-944
    [146]尹军杰,刘学伟等,地震波散射理论及应用研究综述,地球物理学进展,2005.3,20(1),123-134
    [147]李信富,李小凡等,地震波散射研究回顾与展望,物探化探计算技术,2007.729(4),286-294
    [148]廖振鹏,近场波动的数值模拟,力学进展,1997,27(2),193-212
    [149] Philip, M. Morse and Herman Feshbach, Methods of Theoretical Physics, McGraw-Hill, New York,1953,44~54
    [150] Sternberg,Eli,On the Integration of the equations of Motion in the Classical Theory of Elasticity, Arch. Rational Mech. And Analysis, 1960, Vol 6, 34
    [151] A.C.Eringen, E.S.Suhubi, Electrodynamics, Academic Press, New York, 1975, Vol2,185~200
    [152] Yin-Hsing Pao and Chao-chow Mow, Diffraction of Elastic Waves and Dynamic Stress Concentrations, Crane, Russak and Company Inc, US,1973,143~186
    [153]徐果明,周蕙兰,地震学原理,科学出版社,1982,16~56
    [154]罗昊,圆弧形凸起地形中圆形隧洞对平面SH波的散射解析解,[硕士学位论文],天津大学,2003.1
    [155] Abramowita,M.,Stegun,I.A, Handbook of Mathematical Functions, with Formulas, Graphs, and Mathematical Tables, Abramowitz M, Stegun I.A., New York, Dover Publication, 1972
    [156] Tiruvenkatacher, V.R., Viswanathan,k., Dynamic response of an elastic half-space with cylindrical cavity to time dependent surface tractions over the boundary of the cavity, J. Math. Mech., 1965, 14, 541~571
    [157] Scheidl, W., Ziegler, F., Interaction of a pulsed Rayleigh surface wave and a rigid cylindrical inclusion, Modern Problems in Elastic Wave Propagation, New York, John Wiley and Sons, 1978, 145~169
    [158] Stratton, J.A., Electromagnetic Theory, New York, McGraw-Hill, 1941, 369
    [159] G.R.Baldock,T.Bridgeman. Mathematical Theory of Wave Motion,1981
    [160] Hamming, R.W., Numerical Methods for Scientists and Engineers, New York, McGraw-Hill, 1962, 67~68
    [161] J. K. Knowles, A note on elastic surface waves, J. Geophys. Res., vol. 71, Nov. 1966.
    [162]胡聿贤,地震工程学(第二版),地震出版社,2006
    [163]王竹溪,郭敦仁,特殊函数概论,北京大学出版社,2000.5
    [164]郭自强,固体中的波,地震出版社,1982
    [165]黎在良,刘殿魁,固体中的波,科学出版社,1995
    [166]阿肯巴赫,弹性固体中波的传播,同济大学出版社,1992.4
    [167]杨桂通,张善元,弹性动力学,中国铁道出版社,1988
    [168]李杰,李国强,地震工程学导论,地震出版社,1992
    [169] John H. Mathews and Kurtis D. Fink,Numerical Methods Using MATLAB,Pearson Education,Inc. 2004
    [170]苏金明,黄国明,MATLAB与外部程序接口,电子工业出版社,2004.1
    [171]杨高波,元波,精通MATLAB7.0混合编程,电子工业出版社,2006.1
    [172]杨华军,数学物理方法与计算机仿真,电子工业出版社,2005.5
    [173] E. Dieulesaint and D. Royer, Elastic Waves in Solids. Chichester, New York, 1980
    [174]方安平,叶卫平,Origin 7.5科技绘图及数据分析,机械工业出版社。2006.7
    [175]张郁山,圆弧形层状沉积河谷与凹陷地形在平面SH波入射下的场地反应,[硕士学位论文],天津大学,1999.12
    [176]纪晓东,半空间中圆形洞室对弹性波的散射,天津大学博士学位论文,2005
    [177]梁昆淼,数学物理方法,高等教育出版社,1998
    [178] Gerald Recktenwald,数值方法和MATLAB实现与应用,伍卫国,万群,张辉译,机械工业出版社,2004
    [179]潘永亮,汪芳庭等,复变函数,科学出版社,2004
    [180]吴家龙,弹性力学,同济大学出版社,1993
    [181]邵惠民,数学物理方法,科学出版社,2004
    [182]王沫然,MATLAB与科学计算,电子工业出版社,2003
    [183]张智星,MATLAB程序设计与应用,清华大学出版社,2002
    [184]严镇军,数学物理方法,中国科学技术大学出版社,1999
    [185]欧维义,数学物理方程,吉林大学出版社,2000
    [186]郭洪芝,腾桂兰,复变函数,天津大学出版社,1996
    [187]姚端正,梁家宝,数学物理方法,武汉大学出版社,19968
    [188]徐芝纶,弹性力学简明教程,高等教育出版社,2002

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700