Seismic Response Comparison of Full-Scale Moment-Resisting Timber Frame and Joint Test Result

Author:

Namba Tokikatsu1ORCID,Nakagawa Takafumi2,Isoda Hiroshi3ORCID,Kado Yuji4,Odani Ryuki5,Takino Atsuo6

Affiliation:

1. Graduate Student, Laboratory of Timber Science and Engineering, Research Institute for Sustainable Humanosphere, Kyoto Univ., Gokashou, Uji, Kyoto 611-0011, Japan (corresponding author). ORCID: .

2. Associate Professor, Laboratory of Timber Science and Engineering, Research Institute for Sustainable Humanosphere, Kyoto Univ., Gokashou, Uji, Kyoto 611-0011, Japan.

3. Professor, Laboratory of Timber Science and Engineering, Research Institute for Sustainable Humanosphere, Kyoto Univ., Gokashou, Uji, Kyoto 611-0011, Japan. ORCID: .

4. Associate Senior Manager, Safety and Mission Assurance, Japan Aerospace Exploration Agency (JAXA), Sengen 2-1-1, Tsukuba, Ibaragi 305-8505, Japan.

5. Structural Engineer, New Constructor’s Network Co., Ltd., Kounan 1-7-18, Minato-ku, Tokyo 108-0075, Japan.

6. Associate Professor, Faculty of Engineering, Osaka Institute of Technology, Omiya 5-16-1, Asahi, Osaka 535-8585, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference32 articles.

1. AIJ (Architectural Institute of Japan). 2017. 2016 Kumamoto earthquake damage investigation Report. Tokyo: Architectural Institute of Japan.

2. Analysis of dowelled timber to timber moment-resisting joints

3. Cundall P. A. 1971. “A computer model for simulating progressive large-scale movements in blocky rock system.” In Proc. Int. Symp. on Rock Mechanics 129–136. Salzburg Austria: International Society for Rock Mechanics.

4. Frenette C. R. O. Foschi and H. G. Prion. 1996. “Dynamic behavior of timber frame with dowel type connections.” In Vol. 4 of Proc. Int. Wood Engineering Conf. 89–96. Madison WI: Omnipress.

5. Guo J. and Z. Shu. 2019. “Theoretical evaluation of moment resistance for bolted timber connections.” In Vol. 303 of Proc. MATEC Web of Conf. Lisbon Portugese: NOVA Univ. of Lisbon.

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