Chapter
Apr 26, 2012
Structural Design of Steel Building Components for Fire Conditions
Author: John L. RuddyAuthor Affiliations
Publication: Structures Congress 2005: Metropolis and Beyond
Abstract
The AISC Specification for Structural Steel Buildings 2005 (AISC 2005) will include an appendix that provides criteria for design and evaluation of structural steel components, systems and frames for fire conditions. The use of these provisions for the evaluation of performance of individual members at elevated temperatures during fire exposure is a new concept to most structural engineers. An approach to applying the AISC 2005 provisions related to structural capacity at elevated temperatures is addressed in this paper.
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Information
Published In
Structures Congress 2005: Metropolis and Beyond
Pages: 1 - 12
Copyright
© 2005 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Building design
- Design (by type)
- Disaster risk management
- Disasters and hazards
- Engineering fundamentals
- Fires
- Frames
- Man-made disasters
- Measurement (by type)
- Steel frames
- Steel structures
- Structural design
- Structural engineering
- Structural members
- Structural systems
- Structures (by type)
- Temperature effects
- Temperature measurement
Authors
Affiliations
John L. Ruddy
P.E.
Principal, Structural Affiliates International, Inc., 2424 Hillsboro Rd., Nashville, TN
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.