Modeling Hysteretic Behavior of Lateral Load-Resisting Elements in Traditional Chinese Timber Structures-Reference-Cited by-同舟云学术

Modeling Hysteretic Behavior of Lateral Load-Resisting Elements in Traditional Chinese Timber Structures

Published:2020-05 Issue:5 Volume:146 Page:04020062
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Wu Yajie¹^ORCID,Song Xiaobin²,Ventura Carlos³,Lam Frank⁴

Affiliation:

1. Doctoral Candidate, Dept. of Structural Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China. ORCID: .

2. Associate Director and Professor, Key Laboratory of Performance Evolution and Control for Engineering Structures of Ministry of Education, Tongji Univ., Shanghai 200092, China; Dept. of Structural Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China (corresponding author).

3. Director and Professor, Earthquake Engineering Research Facility, Dept. of Civil Engineering, Univ. of British Columbia, 6250 Applied Science Ln., Vancouver, BC, Canada V6T 1Z4.

4. Professor, Dept. of Wood Science, Univ. of British Columbia, 2424 Main Mall, Vancouver, BC, Canada V6T 1Z4.

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.0002613

Reference31 articles.

1. Efficient Analytical Fragility Function Fitting Using Dynamic Structural Analysis

2. Joints and wood shear walls modelling II: Experimental tests and FE models under seismic loading

3. Lateral performance of mortise-tenon jointed traditional timber frames with wood panel infill

4. Hysteresis Modeling of Wood Joints and Structural Systems

5. Seismic Analysis of Woodframe Structures. I: Model Formulation

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