Technical Papers
Jan 31, 2022

New SEI/ASCE Disproportionate Collapse Mitigation Standard

Publication: Journal of Structural Engineering
Volume 148, Issue 4

Abstract

For the past several years, a committee of the Structural Engineering Institute of the American Society of Civil Engineers (SEI/ASCE) has been drafting a new standard addressing analyses and design for the mitigation of disproportionate collapse of buildings and other structures. It strives to be a performance standard, providing guidance for analyses, acceptance criteria, quantification of anticipated collapse, detailing, and performance verification. The draft of the standard has been subjected to a series of committee ballots, and presently is being formatted for Public Ballot. Therefore, it still is a draft that could undergo revisions. This paper describes the history of the standard and summarizes its contents as they stand as of this writing.

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Data Availability Statement

Some or all data, models, or code used during the study were provided by a third party. Direct requests for these materials may be made to the provider as indicated in the Acknowledgements.

Acknowledgments

This paper is a summary of work by the Disproportionate Collapse Mitigation of Building Structures standards committee. This committee is part of the Codes and Standards Activities Division of the Structural Engineering Institute of the American Society of Civil Engineers at 1801 Alexander Bell Drive in Reston, Virginia, 20191.

References

ACI (American Concrete Institute). 2014. Building code requirements for structural concrete. Farmington Hills, MI: ACI.
AISC. 2016. Seismic provisions for structural steel buildings. Chicago: AISC.
ANSI/AISC (American National Standards Institute/American Institute of Steel Construction). 2016. Prequalified connections for special and intermediate steel moment frames for seismic applications. Chicago: ANSI/AISC.
ASCE. 2013. Seismic rehabilitation of existing buildings. Reston, VA: ASCE.
ASCE. 2016. Design loads and associated criteria for buildings and other structures. Reston, VA: ASCE.
GSA (General Services Administration). 2016. Alternate path analysis & design guidelines for progressive collapse resistance. Washington, DC: GSA.
USDoD (United States Department of Defense). 2016. Design of buildings to resist progressive collapse. Washington, DC: USDoD.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 148Issue 4April 2022

History

Received: Sep 28, 2021
Accepted: Nov 30, 2021
Published online: Jan 31, 2022
Published in print: Apr 1, 2022
Discussion open until: Jun 30, 2022

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Authors

Affiliations

Donald O. Dusenberry, F.ASCE [email protected]
P.E.
Consulting Engineer, 23 Parker Rd., Wakefield, MA 01880. Email: [email protected]

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Cited by

  • Twenty Years of Advances in Disproportionate Collapse Research and Best Practices since 9/11/2001, Journal of Structural Engineering, 10.1061/JSENDH.STENG-12056, 149, 2, (2023).
  • Tests on a Full-Scale Precast Building for Robustness Assessment, Structures Congress 2023, 10.1061/9780784484777.002, (10-20), (2023).
  • The latent failure probability: A conceptual basis for robust, reliability-based and risk-based design optimization, Reliability Engineering & System Safety, 10.1016/j.ress.2023.109127, 233, (109127), (2023).
  • Corner-column failure scenarios in building structures: Current knowledge and future prospects, Structures, 10.1016/j.istruc.2023.01.121, 49, (958-982), (2023).
  • Structural Redundancy, Robustness, and Disproportionate Collapse Analysis of Highway Bridge Superstructures, Journal of Structural Engineering, 10.1061/(ASCE)ST.1943-541X.0003369, 148, 7, (2022).

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