Simple Model of Frequency-Dependent Impedance Functions in Soil-Structure Interaction Using Frequency-Independent Elements-Reference-Cited by-同舟云学术

Simple Model of Frequency-Dependent Impedance Functions in Soil-Structure Interaction Using Frequency-Independent Elements

Published:2007-10 Issue:10 Volume:133 Page:1101-1114
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Saitoh Masato¹

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Saitama Univ., 255 Simo-Okubo, Sakura-Ku, Saitama 338-8570, Saitama, Japan. E-mail: saity@mail.saitama-u.ac.jp

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282007%29133%3A10%281101%29

Reference24 articles.

1. Baranov V. A. (1967). “On the calculation of excited vibrations of an embedded foundation.” Voprosy Dynamiki I Prochnocti Polytechnical Institute of Riga No. 14 195–209 (in Russian).

2. Coupled Horizontal and Rocking Vibration of Embedded Footings

3. Clough R. W. and Johnson S. B. (1966). “Effect of stiffness degradation on earthquake ductility requirements.” Proc. 2nd Earthquake Engineering Symp. 227–232.

4. Simple method for dynamic stiffness and damping of floating pile groups

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

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