A STUDY ON BENDING MOMENT RESISTANCE AT COLUMN AND BEAM JOINTS OF TRADITIONAL WOODEN FRAME BY FULL-SCALE TESTS-Reference-Cited by-同舟云学术

A STUDY ON BENDING MOMENT RESISTANCE AT COLUMN AND BEAM JOINTS OF TRADITIONAL WOODEN FRAME BY FULL-SCALE TESTS

Published:2006 Issue:601 Volume:71 Page:113-120
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:

MAENO Masaki¹,SUZUKI Yoshiyuki²

Affiliation:

1. Graduate School of Engineering, Kyoto University

2. 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/71/601/71_KJ00004393118/_pdf

Reference7 articles.

1. 1) KAWAI Naohito. Column Rocking Resistance in Japanese Traditi-onal Buildings. Proceeding of the International Wood Engineering Conference Volumn1, 1996. 10. (1996)

2. 4) MAENO Masaki. Moment Resistance of Traditional Wooden Structure by Dynamic and Static Tests. 8th World Conference on Timber Engineering WCTE 2004, 6. (2004)

3. 5) MAENO Masaki. Seismic Response Characteristics of Traditional Wooden Frame by Full-Scale Dynamic and Static Tests. 13th World Conference on Earthquake Engineering, 2004. 8. (2004)

4. EXPERIMENTAL STUDY ON THE STRUCTURAL BEHAVIOUR OF TRADITIONAL ARCHITECTURAL COMPONENT "MASUGUMI"

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