NDICES OF EFFECTS OF TORSIONAL COUPLING ON EARTHQUAKE RESPONSE OF 1-STORY LINEAR SYSTEMS WITH UNIAXIAL ECCENTRICITY

Author:

OHAMI Koichi1,MURAKAMI Masaya1

Affiliation:

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

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference4 articles.

1. 2) OHAMI K. Torsional vibration and in-plane floor vibration of a long-in-plan building. Proc. of 10th World Conference on Earthquake Engineering. (1992) vol.7, p.3951-3956.

2. 9) KAN C. L. Effects of Torsional Coupling on Earthquake Forces in Buildings. Journal of The Structural Division, Proc. of ASCE. (1977) vol.103, no.ST4, p.805-819.

3. 10) 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.

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2. SIMPLIFIED EVALUATION METHOD OF DYNAMIC PROPERTIES FOR SINGLE-STORY WOODEN STRUCTURE HAVING FLEXIBLE FLOOR DIAPHRAGM;Journal of Structural and Construction Engineering (Transactions of AIJ);2018

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