BRACED FRAME MODEL CONSIDERING BUCKLING AND FRACTURE AND ITS RESPONSES UNDER NEAR-FAULT STRONG MOTIONS-Reference-Cited by-同舟云学术

BRACED FRAME MODEL CONSIDERING BUCKLING AND FRACTURE AND ITS RESPONSES UNDER NEAR-FAULT STRONG MOTIONS

Published:2004 Issue:577 Volume:69 Page:117-122
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:

KANAO Iori¹,NAKASHIMA Masayoshi²,TAKEHARA Sohei¹

Affiliation:

1. Department of Architecture & Architectural Systems, Kyoto University

2. Division of Earthquake Disaster Prevention, Disaster Prevention Research Institute, Kyoto University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/69/577/69_KJ00004090287/_pdf

Reference9 articles.

1. 3) TAGEL-DIN Hatem. Applied Element Simulation for Collapse Analysis of Structures. Bulletin of Earthquake Resistant Structure Research Center. (1999) vol.32, p.113-123.

2. 8) GUPTA Akshay. Behavior of Ductile SMRFs at Various Seismic Hazard Levels. Journal of Structural Engineering. (2000) vol.126, no.1, p.98-107.

3. 9) NAKASHIMA Masayoshi. Moment Redistribution Caused by Beam Fracture in Steel Moment Frames. Journal of Structural Engineering. (2000) vol.126, no.1, p.137-144.

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