Abstract

The expanding height of multistory mass timber buildings makes the development of guidance to prevent disproportionate collapse an increasingly important area of engineering design; however, there is no guidance available in building codes or design standards on how to prevent disproportionate collapse of multistory mass timber buildings. In this paper, practical project-specific solutions applied in constructed prominent multistory mass timber buildings to prevent disproportionate collapse are presented. Various approaches have been successfully used for different construction types of multistory mass timber buildings to decrease the potential risk of disproportionate collapse, such as using walls above supports as deep beams and using columns to carry tension forces and hold the floor below in case a supporting column or wall is damaged. Then, recent and ongoing research in the field of prevention of disproportionate collapse of multistory timber buildings is reviewed. Such research is mostly based on numerical simulations of element removal scenarios and pushdown experiments on floor systems and connections and provides valuable insights and guidance to designers on important structural aspects regarding the prevention of disproportionate collapse in multistory mass timber buildings. Finally, the draft provisions for an upcoming standard related to the prevention of disproportionate collapse are reviewed, and the conclusions regarding the state of the art are presented.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 148Issue 7July 2022

History

Received: Oct 4, 2021
Accepted: Feb 23, 2022
Published online: Apr 28, 2022
Published in print: Jul 1, 2022
Discussion open until: Sep 28, 2022

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Postdoctoral Research Fellow, School of Engineering, Univ. of Northern British Columbia, 3333 University Way, Prince George, BC, Canada V2N 4Z9. ORCID: https://orcid.org/0000-0003-4510-6602. Email: [email protected]
Ph.D. Candidate, Div. of Wood Science and Engineering, Luleå Univ. of Technology, Forskargatan 1, Skellefteå 931 87, Sweden. ORCID: https://orcid.org/0000-0001-9196-0370. Email: [email protected]
Scientist, Empa—Swiss Federal Laboratories for Materials Science and Technology, Structural Engineering Research Laboratory, Überlandstrasse 129, Dübendorf 8600, Switzerland. ORCID: https://orcid.org/0000-0003-3253-646X. Email: [email protected]
Professor, School of Engineering, Univ. of Northern British Columbia, 3333 University Way, Prince George, BC, Canada V2N 4Z9 (corresponding author). ORCID: https://orcid.org/0000-0001-9699-2750. Email: [email protected]

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