Chapter
May 14, 2014
Progressive Collapse Resistance of Braced Steel Frames Exposed to Fire
Authors: Jian Jiang [email protected], Guo-Qiang Li [email protected], and Asif Usmani [email protected]Author Affiliations
Publication: Sustainable Development of Critical Infrastructure
Abstract
OpenSees is an open-source, object-oriented software framework developed at UC Berekeley. The OpenSees framework has been recently extended to deal with structural behaviour under fire conditions. This paper summarizes the key work done for this extension and focuses on the application of the developed OpenSees to study the influence of fire scenarios and bracing system on the resistance of steel frames against fire-induced progressive collapse. Single- and multi-compartment fire scenarios are applied. Additional horizontal and vertical restraints are applied to the frame to simulate the braced steel frame. A parametric study is carried out to find the fire-induced progressive collapse mechanisms of steel frames under various fire scenarios and restraining conditions. The collapse mode of frames is in the form of lateral drift and downward collapse of frames. It is proved that these two collapse nodes can be resisted by applying lateral and vertical restraint on the frame, respectively. The combination of two restraints has a better resistance effect.
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© 2014 American Society of Civil Engineers.
History
Published online: May 14, 2014
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ASCE Technical Topics:
- Bracing
- Construction engineering
- Construction methods
- Design (by type)
- Disaster risk management
- Disasters and hazards
- Engineering fundamentals
- Failure modes
- Fire resistance
- Fires
- Forensic engineering
- Frames
- Load and resistance factor design
- Load factors
- Man-made disasters
- Material failures
- Materials characterization
- Materials engineering
- Progressive collapse
- Steel frames
- Structural design
- Structural engineering
- Structural failures
- Structural members
- Structural systems
Authors
Affiliations
College of Civil Engineering, Tongji University, Shanghai 200092, China. E-mail: [email protected]
State Key Laboratory for Disaster Reduction in Civil Enginering, Tongji University, Shanghai 200092, China. E-mail: [email protected]
School of Engineering, University of Edinburgh, Edinburgh EH9 3JF, United Kingdom. E-mail: [email protected]
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