An Analytical Method to Reproduce Seismic Behavior of a Two-Story Cross-Laminated Timber Building at Large Deformation-Reference-Cited by-同舟云学术

An Analytical Method to Reproduce Seismic Behavior of a Two-Story Cross-Laminated Timber Building at Large Deformation

Published:2023-06 Issue:6 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Momose So¹^ORCID,Nakagawa Takafumi²,Namba Tokikatsu³^ORCID,Isoda Hiroshi⁴^ORCID,Miyake Tatsuya⁵

Affiliation:

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

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

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

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

5. President, Nihon System Sekkei Architects & Engineers Inc., 2-9-5 Ningyou-cho, Nihonbashi, Chuo-ku, Tokyo 103-0013, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-11711

Reference22 articles.

1. Azumi Y. T. Miyake K. Matsumoto I. Sakurai and N. Kawai. 2019. “A study on expansion and improvement of the structural design method for CLT panel construction Part 2 Simplification of numerical analysis model by Multiple Spring element.” [In Japanese.] In Proc. Summaries of Technical Papers of Annual Meeting 461–462. Tokyo: Architectural Institute of Japan.

2. Full-Scale Shake Table Testing of Cross-Laminated Timber Rocking Shear Walls with Replaceable Components

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

4. Ceccotti A. and M. Follesa. 2006. “Seismic behavior of multi-story XLAM buildings.” In Proc. Int. Workshop on Earthquake Engineering on Timber Structures. Coimbra Portugal: Univ. of Coimbra.

5. Ceccotti A. C. Sandhaas M. Okabe M. Yasumura C. Minowa and N. Kawai. 2013. “SOFIE 3D shaking table test on a seven-storey full-scale cross-laminated timber building.” Earthquake Eng. Struct. Dyn. 42 (13): 2003–2021. https://doi.org/10.1002/eqe.2309.

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