Boundary shape waveform inversion for two-dimensional basin structure using three-component array data of plane incident wave with an arbitrary azimuth

Bulletin of the Seismological Society of America

Volumn 87, Issue 1, 1997, Pages 222-233

  Aoi, Shin ^a,b   Iwata, Tomotaka ^a   Fujiwara, Hiroyuki ^b   Irikura, Kojiro ^a  

^a KYOTO UNIVERSITY   (Japan)

^b National Research Institute for Earth Science and Disaster Prevention   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

BASIN STRUCTURE; NUMERICAL EXPERIMENT; WAVEFORM INVERSION;

EID: 0031465657     PISSN: 00371106     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (17)

1. Aoi, S., T. Iwata, K. Irikura, and F. J. Sánchez-Sesma (1995). Waveform inversion for determining the boundary shape of a basin structure, Bull. Seism. Soc. Am. 85, 1445-1455.
2. Barone, M. R. and D. A. Caulk (1982). Optimal arrangement of holes in a two-dimensional heat conductor by a special boundary integral method, Int. J. Num. Meth. Eng. 18, 675-685.
3. Beck, J. L. and J. F. Hall (1986). Factors contributing to the catastrophe in Mexico City during the earthquake of September 19 1985, Geophys. Res. Lett. 13, 593-596.
4. Fujiwara, H. (1996). Three-dimensional wavefield in a two-dimensional basin structure due to point source, J. Phys. Earth 44, 1-22.
5. Hatayama, K., K. Matsunami, T. Iwata, and K. Irikura (1995). Basin-induced Love waves in the eastern part of the Osaka basin, J. Phys. Earth 43, 131-155.
6. Kawase, H. and K. Aki (1989). A study on the response of a soft basin for incident S, P, and Rayleigh waves with special reference to the long duration observed in Mexico City, Bull. Seism. Soc. Am. 79, 1361-1382.
7. Kubo, S. (1992). Inverse Problems, Baifukan, Tokyo (in Japanese).
8. Kubo, S., T. Sakagami, K. Ohji, T. Hashimoto, and Y. Matsumuro (1988). Quantitative measurement of three-dimensional surface cracks by the electric potential CT method, J. Mech. Soc. Japan A 54, 218-225 (in Japanese with English abstract).
9. Nakagawa, T. and Y. Oyanagi (1982). Experimental Data Analysis by the Least-Squares Method, Univ. of Tokyo Press, Tokyo (in Japanese).
10. Nishimura, N. and S. Kobayashi (1991). A boundary integral equation method for an inverse problem related to crack detection, Int. J. Num. Meth. Eng. 32, 1371-1387.
11. Nowack, R. L. and L. W. Braile (1993). Refraction and wide-angle reflection tomography: theory and results, Seismic Tomography: Theory and Practice, 733-763.
12. Pedersen, H. A., M. Campillo, and F. J. Sánchez-Sesma (1995). Azimuth dependent wave amplification in alluvial valleys, Soil Dyn. Earthquake Eng. 14, 289-300.
13. Pei, D. and A. S. Papageorgiou (1993). Study of the response of cylindrical alluvial valleys of arbitrary cross-section to obliquely incident seismic waves using the discrete wave number boundary element method, in Soil Dynamics and Earthquake Engineering VI, A. S. Cakmak, and C. A. Brebbia (Editors), Comp. Mech. Publications - Elsevier Appl. Sc., Southampton-London, pp. 149-161.
14. Ricker, N. H. (1977). Transient waves in visco-elastic media, Elsevier Scientific Publishing Co., Amsterdam.
15. Tanaka, M. and K. Yamagiwa (1988). Application of boundary element method to some inverse problems in elastodynamics, J. Mech. Soc. Japan A 54, 1054-1060 (in Japanese with English abstract).
16. White, D. J. (1989). Two-dimensional seismic refraction tomography, Geophys. J. 97, 223-245.
17. Yamanaka, H., K. Seo, and T. Samano (1989). Effects of sedimentary layers on surface-wave propagation, Bull. Seism. Soc. Am. 79, 631-644.