WAVE MOTIONS DURING SOIL-STRUCTURE INTERACTION BY TIME DOMAIN BEM
Author:
Affiliation:
1. THE JAPAN SOCIETY OF CIVIL ENGINEERS
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1995/525/1995_525_237/_pdf
Reference10 articles.
1. 1) Antes, H. and von Estorff, O.: Dynamic response analysis of rigid foundations and of elastic structures by boundary element procedures, Soil Dyn. and Earthquake Eng., 8, 2, 68-74, 1989.
2. 2) Spyrakos, C. C. and Beskos, D. E.: Dynamic response of rigid-strip foundations by a time domain boundary element method, Int. J. Num. Meth. Engng., 23, 1547-1565, 1986.
3. 3) Takemiya, H., Wang, C. Y. and Fujiwara, A.: 2-D Elastodynamic fundamental solution for distributed loads and BEM transient response analaysis of halfplane problems, Structural Eng./Earthquake Eng., JSCE, Vol. 10, No. 1, 23s-33s, 1992.
4. 4) 竹宮, 藤原: 地盤-構造物系の制振法としての波動遮断ブロック (WIB) の導入, 土木学会論文集, No. 489/I-27, 243-250, 1994.
5. 5) 竹宮, 祐保: 帯状載荷に対する全無限弾性体の遷移グリーン関数評価と半無限/層状地盤の表面載荷による波動伝播性状, 土木学会論文集, No. 483/I-26, 147-155, 1994.
Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. WAVE PROPAGATION/IMPEDIMENT IN A SOIL STRATUM OVER RIGID BASE DUE TO IMPULSE/MOVING LOADS;Doboku Gakkai Ronbunshu;1998-10-21
2. RESPONSE REDUCTION EFFECT BY PASSIVE USE OF AWAVE IMPEDING BLOCK (WIB);Doboku Gakkai Ronbunshu;1996-10-21
3. AN APPROXIMATION TO STRIP IMPULSE RESPONSE OF A HALFSPACE AND INTERPRETATION OF DSSI FROM WAVE SCATTERING/PROPAGATION;Doboku Gakkai Ronbunshu;1995-10-21
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