LIKELY STORY MECHANISMS OF STEEL FRAME STRUCTURES-Reference-Cited by-同舟云学术

LIKELY STORY MECHANISMS OF STEEL FRAME STRUCTURES

Published:2007 Issue:613 Volume:72 Page:35-42
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:

ZHAO Yan-Gang¹,PU Wu-Chuan¹,ONO Tetsuro¹

Affiliation:

1. Nagoya Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/72/613/72_KJ00004557433/_pdf

Reference13 articles.

1. 1) SAWADA K. Reliability-based minimum weight design of steel frames specifying collapse mechanism. Journal of Structural and Construction Engineering. (1998) vol.510, p.83-89.

2. 2) NAKASHIMA M. Effect of column-to-beam strength ratio on earthquake responses of steel moment frame (Part 1 : column-to-beam strength ratio required for ensuring beam-hinging responses). Steel Construction Engineering. (1999) vol.6, no.23, p.117-132.

3. 3) SAWAIZUMI S. Effect of column-to-beam strength ratio on earthquake responses of steel moment frame (Part 2 : Response characteristics of frames involving column yielding). Steel Construction Engineering. (1999) vol.6, no.23, p.133-148.

4. 4) OGAWA K. On the optimum elastic limit strength distribution of structural members in steel frames (Part 1 : Dynamic collapse mechanism and energy absorbing capacity). Journal of Structural and Construction Engineering. (1983) vol.323, p.13-22.

5. 5) AKIYAMA H. Damage distribution law of steel rigid frames under earthquakes. Journal of Structural and Construction Engineering. (1981) vol.309, p.53-59.

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