INELASTIC EARTHQUAKE RESPONSE OF STRUCTURES ACCOUNTING FOR LOCAL SOIL CONDITIONS-Reference-Cited by-同舟云学术

INELASTIC EARTHQUAKE RESPONSE OF STRUCTURES ACCOUNTING FOR LOCAL SOIL CONDITIONS

Published:1997 Issue:497 Volume:62 Page:47-55
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

MYSLIMAJ Bujar¹,MATSUSHIMA Yutaka²

Affiliation:

1. University of Tsukuba

2. Institute of Engineering Mechanics, University of Tsukuba

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/62/497/62_KJ00004107105/_pdf

Reference19 articles.

1. 1) SUGIMURA Y. Dependence of Free Field Ground Response on Intensity of Excitation Considering Nonlinear Behavior. Proc. of Fourth International Conference on Seismic Zonation. (1991) vol.II, p.213-220.

2. 2) SUGITO M. Nonlinear Ground Amplification Factors based on Local Soil Parameters. Proc. of Fourth International Conference on Seismic Zonation. (1991) vol.II, p.221-228.

3. 3) AOYAMA T. A Study on the Power Spectrum of Strong Ground Motions. Summaries of Technical Papers of Annual Meeting. Architectural Institute of Japan. (1993) vol.B, p.75-76.

4. 4) SUGITO M. Prediction of Nonstationary Earthquake Motions on Rock Surface. Proc. of JSCE, Structural Eng. /Earthquake Eng.. (1985) vol.2, no.2, p.149-159.

5. 5) DAVENPORT A. G. Note on the Distribution of the Largest Value of a Random Function with Application to Gust Loading. Proc. of the Institution of Civil Engineers. (1964) vol.28, p.187-196.

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1. STOCHASTIC EVALUATION METHOD FOR EARTHQUAKE RESPONSE OF NON-LINEAR GROUND WITH RANDOM PARAMETERS First-order intervening variable method Part 2;Journal of Structural and Construction Engineering (Transactions of AIJ);1998