3-D TRANSIENT RESPONSE CHARACTERISTICS OF SOIL STRATUM DUE TO MOVING LOADS

Author:

Takemiya Hirokazu,Goda Kazuya

Publisher

Japan Society of Civil Engineers

Reference6 articles.

1. 1) Eason, G.: The Stresses Produced in a Semi-Infinite Solid by a Moving Surface Force, Int. J. Engng Sci, Vol. 2, pp. 581-609, 1965.

2. 2) Gakenheimer, D. C. and Miklowitz, J.: Transient Excitation of an Elastic Half-Space by a Point Load Travelling on the Surface, Journal of Applied Mechanics, ASME, Series E, Vol. 36, No. 3, pp. 505-515, 1969.

3. 3) Barros, F. C. P. and Luco, J. E.: Moving Green's Fanctions for a Layered Visco-Elastic Half-Space, Technical report, Univ. of Calf. at San Diego, La Jolla, 1992.

4. 4) 源栄, 菅原, 永野: 3次元成層地盤における Moving Green's Function の基本的検討, 日本建築学会構造系論文集, 第462号, pp. 51-60, 1994.

5. 5) Bouchon, M. and Aki, K.: Discrete wave number representation of seismic source wave fields, Bull. Seis. Soc. Am., pp. 259-277, 1977.

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