EXPERIMENTAL VERIFICATION AND SEISMIC STRENGTHENING DESIGN OF BI-DIRECTIONALLY EFFECTIVE WOODEN BEAMS (<i>NAGESHI</i>) WITH HIGH STRENGTH SEMIRIGID CONNECTIONS-Reference-Cited by-同舟云学术

EXPERIMENTAL VERIFICATION AND SEISMIC STRENGTHENING DESIGN OF BI-DIRECTIONALLY EFFECTIVE WOODEN BEAMS (NAGESHI) WITH HIGH STRENGTH SEMIRIGID CONNECTIONS

Published:2016 Issue:724 Volume:81 Page:949-957
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:

TAKINO Atsuo¹,MASUDA Hiroyuki²,KANEKO Takayuki³,OKAWA Midori⁴,IKEUCHI Saori⁵,AOKI Kazuo²,YAMAMOTO Shunji²,YATANI Saki³,MAMEKOSHI Yuya³

Affiliation:

1. Lect., Nara Women's University, Dr.Eng.

2. Design Department, Takenaka Corporation Co., Ltd, M.Eng.

3. Nara Prefectural Board of Education, Office of Cultural Properties Preservation

4. Grad. Stud., Nara Women's University

5. Undergraduate student, Nara Women's University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/81/724/81_949/_pdf

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4. 4) 佐藤弘美、藤原稲子、藤田香織：長押の形状の変遷と構造性能に関する実験的研究、日本建築学会大会学術講演梗概集、C-1、pp. 413-414、2003.9

5. 5) 朝ティリ、田村優衣、河根茉央、古川忠稔：長押接合部の耐力特性に関する実験的研究－長押形状の違いによる回転剛性の比較－、日本建築学会東海支部研究報告集、pp. 325-328、2013.2

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