On-Site Nonlinear Hysteresis Curves and Dynamic Soil Properties-Reference-Cited by-同舟云学术

On-Site Nonlinear Hysteresis Curves and Dynamic Soil Properties

Published:2000-06 Issue:6 Volume:126 Page:543-555
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ghayamghamian Mohammad R.¹²,Kawakami Hideji¹²

Affiliation:

1. Asst. Prof., Dept. of Engrg. Seismology, Int. Inst. of Earthquake Engrg. and Seismology, P.O. Box 19395/3913, Tehran, Iran. E-mail: mrgh @dena.iiees.ac.ir

2. Prof., Dept. of Civ. and Envir. Engrg., Saitama Univ., 255 Shimo-Okubo, Urawa, Saitama 338, 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%282000%29126%3A6%28543%29

Reference24 articles.

1. Beresnev I. A. Wen K. L. and Tein Yeh Y. (1995). “Nonlinear soil amplification: Its corroboration in Taiwan.” Bull. Seismological Soc. of Am. 85(2) 496–515.

2. Inference of Dynamic Shear Modulus from Lotung Downhole Data

3. Database Advisory Committee and Working Sub-Committee. (1993). “Strong motion array record database.” Rep. No. 1 Association for Earthquake Disaster Prevention Japan.

4. Elgamal A. W. Zegal M. and Parra E. (1995). “Identification and modeling of earthquake ground response.” Proc. 1st Int. Conf. on Earthquake Geotech. Engrg. Special Keynote and Theme Lectures Tokyo 51–90.

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