A SIMPLE APPROXIMATION FORMULA OF MODAL CORRELATION COEFFICIENT IN CQC METHOD AND ITS APPLICATION EXAMPLES-Reference-Cited by-同舟云学术

A SIMPLE APPROXIMATION FORMULA OF MODAL CORRELATION COEFFICIENT IN CQC METHOD AND ITS APPLICATION EXAMPLES

Published:1999 Issue:515 Volume:64 Page:83-89
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:

OHAMI Koichi¹

Affiliation:

1. Dept. of Design and Architecture, Faculty of Eng., Chiba University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/64/515/64_KJ00004087403/_pdf

Reference8 articles.

1. 3) ROSENBLUETH E. Responses of linear systems to certain transient disturbances. Proc. of 4th World Conference on Earthquake Engineering. (1969) vol.1, p.185-196.

2. 7) WILSON E. L. A replacement for the SRSS method in seismic analysis. Earthquake Engineering and Structural Dynamics. (1981) vol.9, no.2, p.187-192.

3. 8) KIUREGHIAN A. D. Structural response to stationary excitation. Jour. Eng. Mech. Div.. (1980) vol.EM6, p.1195-1213.

4. 9) KIUREGHIAN A. D. CQC modal combination rule for high-frequency modes. Earthquake Engineering and Structural Dynamics. (1993) vol.22, p.943-956.

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