Proposed Design Methods for Timber Members Subjected to Blast Loads-Reference-Cited by-同舟云学术

Proposed Design Methods for Timber Members Subjected to Blast Loads

Published:2022-06 Issue:3 Volume:36 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Doudak Ghasan¹,Viau Christian²^ORCID,Lacroix Daniel N.³^ORCID

Affiliation:

1. Professor, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Carleton Univ., Ottawa, ON, Canada K1S 5B6 (corresponding author). ORCID: .

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001723

Reference61 articles.

1. Biggs, J. M. 1964. Introduction to structural dynamics. New York: McGraw-Hill.

2. Modeling Wood Walls Subjected to Combined Transverse and Axial Loads

3. Experimental investigation of cross-laminated timber panels with realistic boundary conditions subjected to simulated blast loads

4. El-Hashimy T. M. Campidelli M. Tait and W. El-Dakhakhni. 2017. “Modeling of reinforced masonry walls with boundary elements under blast loading.” In Proc. 13th Canadian Masonry Symp. Halifax NS: Canada Masonry Design Centre.

5. Structural Analysis of Wood Floor Systems

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