A METHOD TO IMPROVE DISTRIBUTION OF STORY DRIFT ANGLE RESPONSES IN CFT MOMENT-RESISTANT FRAMES UNDER SEVERE EARTHQUAKES-Reference-Cited by-同舟云学术

A METHOD TO IMPROVE DISTRIBUTION OF STORY DRIFT ANGLE RESPONSES IN CFT MOMENT-RESISTANT FRAMES UNDER SEVERE EARTHQUAKES

Published:2004 Issue:585 Volume:69 Page:223-229
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:

KAWAKAMI Shujiro¹,KAWANO Akihiko²,OKAMOTO Yuuki¹

Affiliation:

1. Dept. of Architecture, School of Human-Environment Studies, Kyushu Univ.

2. Dept. of Architecture & Urban Design, Faculty of Human-Environment Studies, Kyushu Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/69/585/69_KJ00004090364/_pdf

Reference5 articles.

1. 5) MENEGOTTO M. Method of Analysis for Cyclically Liaded RC Frames Including Changes in Geometory and Non-Elastic Behaviour of Elements under Combined Normal Force and Beading. IABSE Congress Reports of the Working Commission Band13, 1973. (1973)

2. 6) Federal Emergency Management Agency. State of the Art Report on Systems Performance of Steel Moment Frames Subject to Earthquake Ground Shaking. (2000)

3. 12) Yuping SUN. el al. FLEXURAL BEHAVIOR OF HIGH-STRENGTH RC COLUMNS CONFINED BY RECTILINEAR REINFORCEMENT. Journal of structural and construction engineering. 日本建築学会. (1996) no.486, p.95-106.

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