Experimental and Numerical Investigation on Seismic Performance of One-Way Straight Mortise–Tenon Joints Based on a Novel Method to Simulate Damage of Deteriorated Ancient Chinese Timber Buildings-Reference-Cited by-同舟云学术

Experimental and Numerical Investigation on Seismic Performance of One-Way Straight Mortise–Tenon Joints Based on a Novel Method to Simulate Damage of Deteriorated Ancient Chinese Timber Buildings

Published:2020-04 Issue:2 Volume:34 Page:04019119
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Chen Ling-Kun¹,Li Sheng-Cai²^ORCID,Zhao Kun-Peng³,Chen Zhi-Yong⁴,Song Tuo⁵,Zhang Lei⁵,Jang Zhi-Jun⁵

Affiliation:

1. Associate Professor, College of Civil Science and Engineering, Yangzhou Univ., Jiangsu, Yangzhou 225127, PR China; Postdoctoral, School of Civil Engineering, Southwest Jiaotong Univ., Sichuan, Chengdu 610031, PR China; Visiting Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095-1593.

2. Professor, College of Civil Science and Engineering, Yangzhou Univ., Jiangsu, Yangzhou 225127, PR China (corresponding author). ORCID: .

3. Ph.D. Candidate, College of Civil Engineering, Nanjing Forestry Univ., Nanjing, Jiangsu 210037, PR China.

4. Scientist, Advanced Building Systems, FPInnovations, 2665 East Mall, Vancouver, BC, Canada V6T 1Z4.

5. Lecturer, College of Civil Science and Engineering, Yangzhou Univ., Jiangsu, Yangzhou 225127, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001390

Reference36 articles.

1. Experimental-numerical investigation on the seismic behaviour of moment-resisting timber frames with densified veneer wood-reinforced timber joints and expanded tube fasteners

2. Behavior and Modeling of Wood-Pegged Timber Frames

3. A review on the mechanical properties of aged wood and salvaged timber

4. Ceccotti A. and M. Togni. 1996. “NDT on ancient timber beams: Assessment of strength/stiffness properties combining visual and instrumental methods.” In Proc. 10th Int. Symp. on Nondestructive Testing of Wood 379–388. Lausanne Switzerland: Presses Polytechniques et Universitaires Romandes.

5. The structural behaviour of timber joints subjected to bi-axial bending

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