Timber–Reinforced Concrete Core Hybrid System: Shake Table Experimental Test-Reference-Cited by-同舟云学术

Timber–Reinforced Concrete Core Hybrid System: Shake Table Experimental Test

Published:2017-01 Issue:1 Volume:143 Page:04016152
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Isoda Hiroshi¹,Kawai Naohito²,Koshihara Mikio³,Araki Yasuhiro⁴,Tesfamariam Solomon⁵

Affiliation:

1. Professor, Laboratory of Structural Function, Research Institute for Sustainable Humanosphere, Kyoto Univ., Gokashou, Uji, Kyoto 611-0011, Japan.

2. Professor, School of Architecture, Kogakuin Univ., Shinjuku, Tokyo 163-8677, Japan.

3. Professor, Institute of Industrial Science, Univ. of Tokyo, Ce 406, 4-6-1 Komba Meguro-ku, Tokyo 153-8505, Japan.

4. Senior Research Engineer, Structural Division, Building Research Institute, Tsukuba-shi, Ibaraki-ken 305-0802, Japan.

5. Associate Professor, School of Engineering, Univ. of British Columbia, Okanagan Campus, 3333 University Way, Kelowna, BC, Canada V1V 1V7 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001631

Reference23 articles.

1. New Technologies for Construction of Medium-Rise Buildings in Seismic Regions: The XLAM Case

2. Dagenais C. and Desjardins R. (2012). “Cases studied of performance-based design for mid-rise wood constructions in Quebec (Canada).” Proc. World Conf. on Timber Engineering 2012 (WCTE 2012) P. Quenneville ed. Curran Associates Auckland New Zealand 293–301.

3. FEMA (Federal Emergency Management Agency). (2012). “Seismic performance assessment of buildings Volume 1—Methodology.” FEMA P-58-1 Applied Technology Council for the Federal Emergency Management Agency Washington DC.

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