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Progressive Collapse Evaluation of High Rise Steel Structures due to Sudden Loss of Structural Members

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Progressive Collapse Evaluation of High Rise Steel Structures due to Sudden Loss of Structural Members. / Stephen, David; Ye, Jianqiao; Lam, Dennis.
Advances in steel concrete composite and hybrid structures : proceedings of the 10th International Conference on Steel Concrete Composite and Hybrid Structures, 2-4 July 2012, Singapore. ed. / J. Y. Richard Liew; Siew Chin Lee. Singapore: Research Publishing Services, 2012.

Research output: Contribution in Book/Report/Proceedings - With ISBN/ISSNConference contribution/Paperpeer-review

Harvard

Stephen, D, Ye, J & Lam, D 2012, Progressive Collapse Evaluation of High Rise Steel Structures due to Sudden Loss of Structural Members. in JYR Liew & SC Lee (eds), Advances in steel concrete composite and hybrid structures : proceedings of the 10th International Conference on Steel Concrete Composite and Hybrid Structures, 2-4 July 2012, Singapore. Research Publishing Services, Singapore. https://doi.org/10.3850/978-981-07-2615-7_056

APA

Stephen, D., Ye, J., & Lam, D. (2012). Progressive Collapse Evaluation of High Rise Steel Structures due to Sudden Loss of Structural Members. In J. Y. R. Liew, & S. C. Lee (Eds.), Advances in steel concrete composite and hybrid structures : proceedings of the 10th International Conference on Steel Concrete Composite and Hybrid Structures, 2-4 July 2012, Singapore Research Publishing Services. https://doi.org/10.3850/978-981-07-2615-7_056

Vancouver

Stephen D, Ye J, Lam D. Progressive Collapse Evaluation of High Rise Steel Structures due to Sudden Loss of Structural Members. In Liew JYR, Lee SC, editors, Advances in steel concrete composite and hybrid structures : proceedings of the 10th International Conference on Steel Concrete Composite and Hybrid Structures, 2-4 July 2012, Singapore. Singapore: Research Publishing Services. 2012 doi: 10.3850/978-981-07-2615-7_056

Author

Stephen, David ; Ye, Jianqiao ; Lam, Dennis. / Progressive Collapse Evaluation of High Rise Steel Structures due to Sudden Loss of Structural Members. Advances in steel concrete composite and hybrid structures : proceedings of the 10th International Conference on Steel Concrete Composite and Hybrid Structures, 2-4 July 2012, Singapore. editor / J. Y. Richard Liew ; Siew Chin Lee. Singapore : Research Publishing Services, 2012.

Bibtex

@inproceedings{86abe626a011455e8b486fbd5d215703,
title = "Progressive Collapse Evaluation of High Rise Steel Structures due to Sudden Loss of Structural Members",
abstract = "Damage or instantaneous loss of critical structural members due to unforeseen events like impact, blast and natural disasters often propagates progressive collapse as a result of complex redistribution of stresses within the structural system. In severe conditions, in which the structure lacks the ability to absorb the stresses in seeking a new equilibrium state, it could result in partial or total collapse of the building. Current design guidelines such as GSA 2003 recommend single removal of load bearing member for progressive collapse assessment. However, triggering events may affect one or more structural member resulting in partial or total collapse of the structure. This paper presents the various effect of sudden column loss on the redistribution of forces in structural members that determine the equilibrium state of the structure.",
author = "David Stephen and Jianqiao Ye and Dennis Lam",
year = "2012",
doi = "10.3850/978-981-07-2615-7_056",
language = "English",
isbn = "978-981-07-2616-4",
editor = "Liew, {J. Y. Richard} and Lee, {Siew Chin}",
booktitle = "Advances in steel concrete composite and hybrid structures",
publisher = "Research Publishing Services",

}

RIS

TY - GEN

T1 - Progressive Collapse Evaluation of High Rise Steel Structures due to Sudden Loss of Structural Members

AU - Stephen, David

AU - Ye, Jianqiao

AU - Lam, Dennis

PY - 2012

Y1 - 2012

N2 - Damage or instantaneous loss of critical structural members due to unforeseen events like impact, blast and natural disasters often propagates progressive collapse as a result of complex redistribution of stresses within the structural system. In severe conditions, in which the structure lacks the ability to absorb the stresses in seeking a new equilibrium state, it could result in partial or total collapse of the building. Current design guidelines such as GSA 2003 recommend single removal of load bearing member for progressive collapse assessment. However, triggering events may affect one or more structural member resulting in partial or total collapse of the structure. This paper presents the various effect of sudden column loss on the redistribution of forces in structural members that determine the equilibrium state of the structure.

AB - Damage or instantaneous loss of critical structural members due to unforeseen events like impact, blast and natural disasters often propagates progressive collapse as a result of complex redistribution of stresses within the structural system. In severe conditions, in which the structure lacks the ability to absorb the stresses in seeking a new equilibrium state, it could result in partial or total collapse of the building. Current design guidelines such as GSA 2003 recommend single removal of load bearing member for progressive collapse assessment. However, triggering events may affect one or more structural member resulting in partial or total collapse of the structure. This paper presents the various effect of sudden column loss on the redistribution of forces in structural members that determine the equilibrium state of the structure.

U2 - 10.3850/978-981-07-2615-7_056

DO - 10.3850/978-981-07-2615-7_056

M3 - Conference contribution/Paper

SN - 978-981-07-2616-4

BT - Advances in steel concrete composite and hybrid structures

A2 - Liew, J. Y. Richard

A2 - Lee, Siew Chin

PB - Research Publishing Services

CY - Singapore

ER -