STOCHASTIC EVALUATION METHOD FOR EARTHQUAKE RESPONSE OF NON-LINEAR GROUND WITH RANDOM PARAMETERS First-order intervening variable method Part 2-Reference-Cited by-同舟云学术

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STOCHASTIC EVALUATION METHOD FOR EARTHQUAKE RESPONSE OF NON-LINEAR GROUND WITH RANDOM PARAMETERS First-order intervening variable method Part 2

Published:1998 Issue:507 Volume:63 Page:53-60
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:

OKANO Hajime¹

Affiliation:

1. Technical Research and Development Institute. Kumagai Gumi

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/63/507/63_KJ00004100897/_pdf

Reference7 articles.

1. 5) SCHNABEL P. B. SHAKE A Computer Program for Earthquake Response Analysis of Horizontally Layered Sites. EERC Report, Univ. of California, Berkeley. (1972)

2. 8) VANMARCKE E. H. Properties of Spectral Moments with Applications to Random Vibration. Journal of EM2, ASCE. (1972) vol.Vol.98, p.425-446.

3. 10) LIN Y. K. Probabilistic Theory of Structural Dynamics. McGraw-Hill. (1967)

4. 12) ATALIK T. S. Earthquake Eng. Struct. Dyn.. (1976) vol.4, p.411-420.

5. 13) WEN Y. K. Trans. ASME, J. Appl. Mech.. (1980) vol.47, p.150-154.

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