PRACTICAL EVALUATION METHOD OF INPUT LOSS EFFECT CAUSED BY PILE FOUNDATION

Author:

HOCHI Yudai,MURONO Yoshitaka

Publisher

Japan Society of Civil Engineers

Reference9 articles.

1. 8) ISO 23469 : Bases for design of structures—Seismic actions for designing geotechnical works, 2005.

2. 9) Veletsos, A. S., Newmark, N. M. and Chelapati, C. V. : Deformation spectra for elastic and elastoplastic systems subjected to ground shock and earthquake motions, Proceedings of the Third World Conference on Earthquake Engineering, Vol. 2, pp. 663-682, 1965.

3. 12) Takemiya, H. : Ring-Pile analysis for a grouped pile foundation subjected to base motion, Structural Eng./ Earthquake. Eng., Vol. 3, No. 1 (Proc. of JSCE, No. 368/I-5), pp. 195-202, 1986.

4. 14) Konagai, K., Yin, Y. and Murono, Y. : Single beam analogy for describing soil-pile group interaction, Soil Dynamics and earthquake Engineering, pp. 213-221, 2003.

5. 15) Tajimi, H. : A Contribution to Theoretical Prediction of Dynamic Stiffness Surface foundation, Proc. of 7th WCEE, Vol. 5, pp. 105-112, 1980.

Cited by 2 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. STUDY ON GOVERNING PARAMETERS FOR AMPLIFICATION OF EFFECTIVE INPUT MOTION OF SINGLE PILE;Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE));2021

2. EXTENSION OF PRACTICAL EVALUATION METHOD OF INPUT LOSS EFFECT USING SEISMIC DEFORMATION METHOD;Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE));2021

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