Travelling fires for structural design-Part I: Literature review
暂无分享,去创建一个
[1] Ulf Wickström. Temperature Calculation of Insulated Steel Columns Exposed to Natural Fire , 1981 .
[2] Graeme Flint. Fire induced collapse of tall buildings , 2005 .
[3] I. D. Bennetts,et al. Fires In Enclosures With Single Ventilation Openings - Comparison Of Long And Wide Enclosures , 2000 .
[4] T. Z. Harmathy,et al. A new look at compartment fires, part II , 1972 .
[5] R. B. Williamson,et al. The historical basis of fire resistance testing — Part II , 1978 .
[6] Guillermo Rein,et al. Out of Range , 2009 .
[7] Luke Bisby,et al. Experimental review of the homogeneous temperature assumption in post-flashover compartment fires , 2010 .
[8] Harold E. Nelson,et al. Reconstruction of the Fires in the World Trade Center Towers. Federal Building and Fire Safety Investigation of the World Trade Center Disaster (NIST NCSTAR 1-5) | NIST , 2005 .
[9] Wolfram Jahn. Inverse Modelling to Forecast Enclosure Fire Dynamics , 2010 .
[10] P. H. Thomas. Modelling of compartment fires , 1983 .
[11] Ian Burgess,et al. Analyses of the effects of cooling and fire spread on steel-framed buildings , 1996 .
[12] B. R. Kirby,et al. NATURAL FIRES IN LARGE SCALE COMPARTMENTS , 1999 .
[13] C. R. Barnett,et al. BFD curve: a new empirical model for fire compartment temperatures , 2002 .
[14] Angus Law. The Assessment and Response of Concrete Structures Subject to Fire , 2010 .
[15] Guillermo Rein,et al. Multi-story Fire Analysis for High-Rise Buildings , 2007 .
[16] James G. Quintiere,et al. Enclosure Fire Dynamics , 1999 .
[17] Martin Gillie,et al. Structural behaviour during a vertically travelling fire , 2010 .
[18] Ehab Ellobody,et al. Structural performance of a post-tensioned concrete floor during horizontally travelling fires , 2011 .
[19] Andrew H. Buchanan,et al. The Challenges of Predicting Structural Performance in Fires , 2008 .
[20] Ulf Wickström,et al. Travelling fires for CFD , 2011 .
[21] Kathryn M. Butler,et al. Visual Evidence, Damage Estimates, and Timeline Analysis (Chapters 9-Appendix C). Federal Building and Fire Safety Investigation of the World Trade Center Disaster (NIST NCSTAR 1-5A) | NIST , 2005 .
[22] G. Charles Clifton,et al. MODELLING OF THE CARDINGTON LBTF STEEL FRAME BUILDING FIRE TESTS , 2004 .
[23] R. L. Alpert. Calculation of response time of ceiling-mounted fire detectors , 1972 .
[24] Guillermo Rein,et al. The influence of travelling fires on a concrete frame , 2011 .
[25] Ove Pettersson,et al. Fire Engineering Design of Steel Structures , 1976 .
[26] Zhongcheng Ma,et al. Parametric temperature–time curves of medium compartment fires for structural design , 2000 .
[27] Guillermo Rein,et al. Travelling fires for structural design-Part II: Design methodology , 2012 .
[28] Ian A Fletcher,et al. Tall concrete buildings subject to vertically moving fires : a case study approach , 2009 .
[29] T. T. Lie,et al. Characteristic temperature curves for various fire severities , 1974 .
[30] Guillermo Rein,et al. Structural Engineering and Fire Dynamics: Advances at the Interface and Buchanan's Challenge , 2011 .
[31] Andrew H. Buchanan,et al. Structural Design for Fire Safety , 2001 .
[32] D. Drysdale. An Introduction to Fire Dynamics , 2011 .
[33] Thomas Lennon,et al. The natural fire safety concept—full-scale tests at Cardington , 2003 .
[34] Khalid Moinuddin,et al. Fire Development In A Deep Enclosure , 2005 .
[35] Samuel L. Manzello,et al. Furnace Testing of Full-Scale Gypsum Steel Stud Non-Load Bearing Wall Assemblies: Results of Multi-Laboratory Testing in Canada, Japan, and USA , 2009 .
[36] R. B. Williamson,et al. Post‐flashover compartment fires: Basis of a theoretical model , 1978 .
[37] Jamie Stern-Gottfried,et al. Travelling Fires for Structural Design , 2011 .