APPLICATION OF TIME DOMAIN BOUNDARY-FINITE ELEMENT HYBRID METHOD TO DYNAMIC ANALYSIS OF SEDIMENT-FILLED VALLEYS-Reference-Cited by-同舟云学术

APPLICATION OF TIME DOMAIN BOUNDARY-FINITE ELEMENT HYBRID METHOD TO DYNAMIC ANALYSIS OF SEDIMENT-FILLED VALLEYS

Published:1991-04-20 Issue:428 Volume:1991 Page:107-116
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

ABE Kazuhisa¹,YOSHIDA Yutaka¹

Affiliation:

1. THE JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/1991/428/1991_428_107/_pdf

Reference18 articles.

1. 1) Karabalis, D. L. and Beskos, D. E.: Dynamic response of 3-D flexible foundations by time domain BEM and FEM, Soil Dyn. Earthquake Eng., Vol. 4, pp. 91-101, 1985.

2. 2) Alyagshi Eilouch, M. N. and Sandu, R. S.: A mixed method for transient analysis of soil-structure interaction under SH-motion, Earthquake Eng. Struct. Dyn., Vol. 14, pp. 499-516, 1986.

3. 3) Mossessian, T. k. and Dravinski, M.: Application of hybrid method for scattering of P, SV, and Rayleigh waves by near-surface irregularities, Bull. Seism. Soc. Am. Vol. 77, pp. 1784-1803, 1987.

4. 4) 上杉真平・大津政康: BEM-FEM結合法による二次元弾性定常波動場の解析, 土木学会論文集, 第398号, pp. 295-301, 1988.

5. 5) Estorff, O. and Kausel, E.: Coupling of boundary and finite elements for soil-structure interaction problems, Earthquake Eng. Struct. Dyn., Vol. 18, pp. 1065-1075, 1989.

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1. 2D NONLINEAR SEISMIC GROUND ANALYSIS BY FEM-BEM;Doboku Gakkai Ronbunshu;1998-01-21