REPARABILITY LIMIT OF STEEL STRUCTURAL BUILDINGS : Study on performance based design of steel structural buildings Part 2-Reference-Cited by-同舟云学术

REPARABILITY LIMIT OF STEEL STRUCTURAL BUILDINGS : Study on performance based design of steel structural buildings Part 2

Published:2005 Issue:588 Volume:70 Page:165-172
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:

IWATA Yoshihiro¹,SUGIMOTO Hirokazu²,KUWAMURA Hitoshi¹

Affiliation:

1. Dept. of Architecture, School of Eng., the Univ. of Tokyo

2. Schokbeton-Japan Co., Ltd.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/70/588/70_KJ00004392673/_pdf

Reference5 articles.

1. 9) SAC Joint Venture. Loss Estimation. Recommended Seismic Evaluation and Upgrade Criteria for Existing Welded Steel Moment-Frame Buildings. (2000)

2. 10) GUNTURI S. K. V. Building Specific Damage Estimation. Proc. 10WCEE, 1992. 7. (1992) vol.10, p.6001-6006.

3. DAMAGE INVESTIGATION OF STEEL BUILDINGS IN SPECIFIC AREAS DUE TO THE 1995 HYOGOKEN-NANBU EARTHQUAKE

4. RETROFIT TECHNIQUE FOR STEEL STRUCTURAL BUILDINGS DAMAGED BY THE HANSHIN-AWAJI EARTHQUAKE

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