Seismic Response of Braced Heavy Timber Frames with Riveted Connections-Reference-Cited by-同舟云学术

Seismic Response of Braced Heavy Timber Frames with Riveted Connections

Published:2021-10 Issue:5 Volume:35 Page:04021051
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Chen Zhiyong¹^ORCID,Popovski Marjan²

Affiliation:

1. Scientist, Building Systems, FPInnovations, 2665 East Mall, Vancouver, BC, Canada V6T 1Z4 (corresponding author). ORCID: .

2. Lead Scientist, Building Systems, FPInnovations, 2665 East Mall, Vancouver, BC, Canada V6T 1Z4.

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.1943-5509.0001618

Reference27 articles.

1. Bruneau, M., C.-M. Uang, and R. Sabelli. 2011. Ductile design of steel structures. 2nd ed. New York: McGraw-Hill.

2. Buchanan A. H. B. L. Deam J. A. Dean and P. J. Moss. 1989. “Multi-storey timber buildings.” In Proc. of Workshop on Structural Behaviour of Timber Structures. Karlsruhe Germany: Karlsruhe Institute of Technology.

3. Chen Z. Y. H. Chui and G. Doudak. 2014a. “An approach for estimating seismic force modification factor of hybrid building systems.” In Proc. 13th World Conf. on Timber Engineering. Pointe-Claire QC Canada: FPInnovations.

4. Seismic Response of Midrise Light Wood-Frame Buildings with Portal Frames

5. Wood ST : A Temperature-Dependent Plastic-Damage Constitutive Model Used for Numerical Simulation of Wood-Based Materials and Connections

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