MODELING OF THE MOMENT RESISTANT FRAME TO FISHBONE-SHAPED FRAME FOR THE RESPONSE ANALYSIS-Reference-Cited by-同舟云学术

MODELING OF THE MOMENT RESISTANT FRAME TO FISHBONE-SHAPED FRAME FOR THE RESPONSE ANALYSIS

Published:1999 Issue:521 Volume:64 Page:119-126
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:

OGAWA Koji¹,KAMURA Hisaya²,INOUE Kazuo³

Affiliation:

1. Dept. of Architecture and Civil Engineering, Faculty of Engineering, Kumamoto Univ.

2. Applied Technology Research Center, NKK Corporation

3. Dept. of Architectural and Environmental Design, Faculty of Engineering, Kyoto Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/64/521/64_KJ00004087536/_pdf

Reference3 articles.

1. 1) CLOUGH R. W. Nonlinear Earthquake Behavior of Tall Buildings. ASCE. (1967) vol.EM3, p.129-146.

2. 8) TANABASHI R. Overall Force-Deflection Characteristics of Multi-Story Frames. Proc. of Symp. on Ultimate Strength of Structures and Structural Elements. (1969) p.87-100.

3. ANALYTICAL STUDY OF THE DAMAGE DISTRIBUTION LAW FOR MULTI-MASS SHEAR SYSTEM UNDER STRONG EARTHQUAKES

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