›› 1991, Vol. 12 ›› Issue (3): 24-34.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

A Numerical Algorithm for Solving Coefficient Inverse Problems of Viscoelastic Wave Equation

Zhang Yafang, Liu Hao, Wang Jingtao,   

  • Published:1991-03-15

Abstract: The inverse problems, with a bright future are in the forefront of both theoretical and applicational science researches within the international scope. Especially the studies in exploring the variations of physical parameters in closing objects by using acoustic wave or seismic wave methods are paid great attention to, because of its relation with many domains such as mathematics, mechanics, physics and computer science and its wide applications in geological exploration, engineering and medicine. This sort of problems can be included in the category of determining coefficients terms in a partial differential equations in mathematics. The previous researches are based on the elastic media model. A model of coefficient inverse problems of wave equation in viscoelastic media is proposed in this paper, which describes characteristics of geological media more truly. The finite element method and the least-squares inversion process are used to solve the inverse question of plane viscoelastic wave equation in the frequency domain. A numerical perturbational algorithm has also been employed for obtaining the gradient matrix quickly and accurately. Singular Values Decomposition (SVD) produces significant improvements in computational precision. Based on above-mentioned studies, the authors have compiled the computational programs. Some numerical examples, showing the validity and practicality of the model and the numerical algorithm, are also given.

No related articles found!
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] XU Jin-ming, QIANG Pei, ZHANG Peng-fei. Texture analysis of photographs of silty clay[J]. , 2009, 30(10): 2903 -2907 .
[2] DONG Cheng, ZHENG Ying-ren, CHEN Xin-ying, TANG Xiao-song. Research on composite support pattern of soil nails and prestressed anchors in deep foundation pits[J]. , 2009, 30(12): 3793 -3796 .
[3] REN Song, JIANG De-yi, YANG Chun-he, TENG Hong-wei. Creep tests on shale of cracking position in Gonghe tunnel and simulating it by DEM[J]. , 2010, 31(2): 416 -421 .
[4] LIANG Gui-lan, XU Wei-ya, TAN Xiao-long. Application of extension theory based on entropy weight to rock quality evaluation[J]. , 2010, 31(2): 535 -540 .
[5] MA Wen-tao. Forecasting slope displacements based on grey least square support vector machines[J]. , 2010, 31(5): 1670 -1674 .
[6] YU Lin-lin,XU Xue-yan,QIU Ming-guo, LI Peng-fei,YAN Zi-li. Influnce of freeze-thaw on shear strength properties of saturated silty clay[J]. , 2010, 31(8): 2448 -2452 .
[7] WANG Xie-qun,ZHANG You-xiang,ZOU Wei-lie,XIONG Hai-fan. Numerical simulation for unsaturated road-embankment deformation and slope stability under rainfall infiltration[J]. , 2010, 31(11): 3640 -3644 .
[8] WANG Wei, LIU Bi-deng, ZHOU Zheng-hua, WANG Yu-shi, ZHAO Ji-sheng. Equivalent linear method considering frequency dependent stiffness and damping[J]. , 2010, 31(12): 3928 -3933 .
[9] CAO Guang-xu, SONG Er-xiang, XU Ming. Simplified calculation methods of post-construction settlement of high-fill foundation in mountain airport[J]. , 2011, 32(S1): 1 -5 .
[10] LIU Hua-li , ZHU Da-yong , QIAN Qi-hu , LI Hong-wei. Analysis of three-dimensional end effects of slopes[J]. , 2011, 32(6): 1905 -1909 .