Bong, M. W.
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Structural Fire Performance of Steel Portal Frame Buildings.
University of Canterbury, Christchurch, New Zealand
Fire Engineering Research Report 05/4,
August 2005,
321 p.
Wald, F.; daSilva, S.; Moore, D. B.; Lennon, T.; Chladna, M.; Santiago, A.; Benes, M.; Borges, L.
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Experimental Behavior of a Steel Structure Under Natural Fire.
Czech Technical University in Prague, Czech Republic; Coimbra Univ., Portugal; BCSA-British Constructional Steelwork Association, London, England; Building Research Establishment, Watford, UK; Slovak Technical Univ., Slovak Republic; École Polytechnique Fédérale de Lausanne, Switzerland
Fire Safety Journal,
Vol. 41,
No. 7,
509-522,
October 2006
Al-Jabri, K. S.; Davison, J. B.; Burgess, I. W.
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Performance of Beam-to-Column Joints in Fire: A Review.
Sultan Qaboos Univ., Al-Khod, Post Code 123, Oman; Sheffield Univ., UK
Fire Safety Journal,
Vol. 43,
No. 1,
50-62,
January 2008
Havel, G.
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Building Construction: Lightweight Steel Framing.
Burlington Fire Dept., WI
Fire Engineering,
Vol. 161,
No. 1,
83-84,86,88,90,92,
January 2008
Suzuki, J.
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Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 4: Collapse Temperature of Frameworks With Seismic Design.
Tokyo University of Science, Japan
Fire Science and Technology,
Vol. 26,
No. 3,
177-258,
2007
Suzuki, J.
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Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 5: Behavior and Collapse Temperatures of Existing Frames During Fire Disasters.
Tokyo University of Science, Japan
Fire Science and Technology,
Vol. 26,
No. 3,
259-282,
2007
Suzuki, J.
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Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 6: Summary.
Tokyo University of Science, Japan
Fire Science and Technology,
Vol. 26,
No. 3,
283-296,
2007
Fire Facilities Inc.
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Quantifying Fire Facility Considerations.
Fire Chief,
Vol. 52,
No. 4,
72-72,
April 2008
Suzuki, H.
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Redundancy and Stress Redistribution of Rigidly Connected Steel Frames Subject to Fire.
University of Tsukuba, Japan
Fire Science and Technology,
Vol. 26,
No. 2,
87-92,
2007
Mizuno, K.; Wakamatsu, T.; Tanaka,T.
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Prediction of Temperature Properties of Exterior Steel Structural Members Exposed to Fire: Outline of a Three-Dimensional Heat Flow Analysis Model.
Fire Science and Technology,
Vol. 26,
No. 4 (Special Issue),
297-302,
2007