MODELING OF INELASTIC SOIL-PILE-FOUNDATION INTERACTION SYSTEM

Author:

TOKI Kenzo,KIYONO Junji,ONO Yusuke,FURUKAWA Aiko

Publisher

Japan Society of Civil Engineers

Reference20 articles.

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2. 2) Bycroft, G. N.: Forced vibrations of a rigid circulkar plate on a semi-infinite elastic space and on an elastic stratum, Philosophical Transactions, Royal Society of London, Vol. 248, No. 948, pp. 327-368, 1956.

3. 3) Parmelee, R. A.: The influence of foundation parameters on the seismic response of interaction systems, Proc. Third Japan Earthquake Engineering Symposium, pp. 49-56, 1970.

4. 4) Veletsos, A. S. and Meek, J.: Dynamic behavior of building-foundation systems, Earthquake Engineering and Structural Dynamics, Vol. 3, pp. 121-138, 1974.

5. 5) Paul C. Jennings and Jacobo Bielak: Dynamics of building-soil interaction, Bulletin of the Seismological Society of America, Vol. 63, No. 1, pp. 9-48, Feb 1973.

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1. Seismic p-y Model of Pile Foundation Taking into Account Soil-Nonlinearity;Quarterly Report of RTRI;2011

2. DYNAMIC CHARACTERISTICS OF FEM-PML GROUND MODEL -SEISMIC RESPONSE OF INPUT EARTHQUAKE AND INFLUENCE ON SURFACE WAVE;Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE));2010

3. EFFECTS OF THE INERTIA AND KINEMATIC INTERACTIONS ON DYNAMIC BEHAVIOR OF THE ISOLATED BRIDGE;Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE));2009

4. INFLUENCE OF BOUNDARY CONDITION OF SOIL AND ANALYTICAL METHOD ON SEISMIC BEHAVIOR OF STRUCTURES CONSIDERING NONLINEAR SOIL-STRUCTURE INTERACTION;Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE));2009

5. EFFECT OF LOAD VELOCITY ON VERTICAL SOIL RESISTANCE OF PILES;Doboku Gakkai Ronbunshuu C;2008

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