Effects of Flexibility on Rocking Impedance of Deeply Embedded Foundation-Reference-Cited by-同舟云学术

Effects of Flexibility on Rocking Impedance of Deeply Embedded Foundation

Published:2004-04 Issue:4 Volume:130 Page:438-445
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Saitoh Masato¹,Watanabe Hiroyuki²

Affiliation:

1. Research Associate, Dept. of Civil and Environmental Engineering, Saitama Univ., 255 Simo-Okubo, Sakura-Ku, Saitama 338-8570, Saitama, Japan.

2. Professor, Dept. of Civil and Environmental Engineering, Saitama Univ., 255 Simo-Okubo, Sakura-Ku, Saitama 338-8570, Saitama, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282004%29130%3A4%28438%29

Reference15 articles.

1. On the calculation of an embedded foundation.;Baranov V. A.;Vopr. Dinamiki i Prochnosti, Riga, Latvia,1967

2. Coupled Horizontal and Rocking Vibration of Embedded Footings

3. Rocking Impedance of Embedded Strip Foundations in Layered Soil

4. Elsabee F. and Morray J. P. (1977). “Dynamic behavior of embedded foundations.” Research Rep. No. R77-33 Dept. of Civil Engineering Massachusetts Institute of Technology Cambridge Mass.

5. Rocking Damping of Arbitrarily Shaped Embedded Foundations

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