ANALYSIS ON STRONG MOTION INDICES RELEVANT TO STRUCTURAL DAMAGE USING RANK CORRELATION COEFFICIENT-Reference-Cited by-同舟云学术

ANALYSIS ON STRONG MOTION INDICES RELEVANT TO STRUCTURAL DAMAGE USING RANK CORRELATION COEFFICIENT

Published:2005 Issue:594 Volume:70 Page:41-48
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:

KOHIYAMA Masayuki¹,YAMAZAKI Fumio²

Affiliation:

1. Faculty of Science and Technology, Keio University

2. Faculty of Engineering, Chiba University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/70/594/70_KJ00004392872/_pdf

Reference45 articles.

1. 3) HOUSNER G. W. Behavior of Structures During Earthquakes, Journal of the Engineering Mechanics Division. Proceedings of the American Society of Civil Engineers, 1959. 10. (1959) vol.EM4, p.109-129.

2. 5) KRAMER S. L. Geotechnical Earthquake Engineering. Prentice Hall. (1996)

3. 6) HOUSNER G. W. Limit Design of Structures to Resist Earthquakes. Proc. World Conference of Earthquake Engineering, 1956. 6. (1956)

4. 7) ARIAS A. A Measure of Earthquake Intensity. Seismic Design for Nuclear Power Plants. MIT Press. (1970)

5. 8) ARIAS A. Earthquake Intensity and Smoothed Earthquake Spectra. Proc. 5th World Conference on Earthquake Engineering, 1973. 6. (1973)

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1. ANALYSIS ON STRONG MOTION INDICES RELEVANT TO DAMAGE OF TWO-STORY WOODEN STRUCTURES BASED ON RANK CORRELATION COEFFICIENT;Journal of Structural and Construction Engineering (Transactions of AIJ);2006