International R and D Roadmap for Fire Resistance of Structures Summary of NIST/CIB Workshop

[1]  Charles Scawthorn,et al.  Fire Following Earthquake , 1986 .

[2]  Joakim Norén,et al.  Load-bearing capacity of nailed joints exposed to fire , 1996 .

[3]  Colin Bailey,et al.  The behaviour of full-scale steel-framed buildings subjected to compartment fires , 1999 .

[4]  W CIB RATIONAL FIRE SAFETY ENGINEERING APPROACH TO FIRE RESISTANCE IN BUILDINGS , 2001 .

[5]  Andrew H. Buchanan,et al.  Structural Design for Fire Safety , 2001 .

[6]  Tuula Hakkarainen,et al.  Post-Flashover Fires in Light and Heavy Timber Construction Compartments , 2002 .

[7]  Asif Usmani,et al.  A structural analysis of the Cardington British Steel corner test , 2002 .

[8]  Noah L. Ryder,et al.  An Investigation of the Reduction in Fire Resistance of Steel Columns Caused by Loss of Spray-Applied Fire Protection , 2002 .

[9]  L. Twilt,et al.  Competitive steel buildings through natural fire safety concepts , 2002 .

[10]  Jean-Marc Franssen,et al.  SAFIR. A thermal/structural program modelling structures under fire , 2003 .

[11]  Asce Standard Calculation Methods for Structural Fire Protection , 2003 .

[12]  H. Uesugi,et al.  Large Scale Fire Tests Of A 4-story Type Car Park Part 2 Analysis Of The Thermal Stresses And Deflections , 2003 .

[13]  Federico M. Mazzolani,et al.  Post-earthquake fire resistance of moment resisting steel frames , 2003 .

[14]  Andrew S. Whittaker,et al.  Engineering Demand Parameters for Structural Framing Systems , 2004 .

[15]  Bin Zhao,et al.  Structural behaviour of an open car park under real fire scenarios , 2004 .

[16]  Hong Chen,et al.  EXPLOSION AND FIRE ANALYSIS OF STEEL FRAMES USING FIBER ELEMENT APPROACH , 2004 .

[17]  Ulf Wickström,et al.  Comments on calculation of temperature in fire-exposed bare steel structures in prEN 1993-1-2: Eurocode 3—design of steel structures—Part 1–2: general rules—structural fire design , 2005 .

[18]  Andrea Frangi,et al.  Fire Performance of Timber Structures under Natural Fire Conditions , 2005 .

[19]  J. Kruppa Scientific background to the harmonization of structural Eurocodes , 2006 .

[20]  Bin Zhao,et al.  Fire Resistance Analysis of Open Car Parks with Composite Structures Under Real Car Fire , 2006 .

[21]  Maged A. Youssef,et al.  General stress–strain relationship for concrete at elevated temperatures , 2007 .

[22]  Guo-Qiang Li,et al.  Modeling of membrane action in floor slabs subjected to fire , 2007 .

[23]  V. Kodur,et al.  ASSESSMENT OF POST-EARTHQUAKE FIRE PERFORMANCE OF STEEL-FRAME BUILDINGS , 2008 .

[24]  Spencer E. Quiel,et al.  Plastic Axial Load and Moment Interaction Curves for Fire-Exposed Steel Sections with Thermal Gradients , 2008 .

[25]  Tony Lemaire,et al.  FIRESTRUC - Integrating Advanced Three-dimensional Modelling Methodologies for Predicting Thermo-mechanical Behaviour of Steel and Composite Structures Subjected to Natural Fires , 2008 .

[26]  J M Aribert,et al.  Simplified fire design for composite hollow-section columns , 2008 .

[27]  Roman Lackner,et al.  Experimental insight into spalling behavior of concrete tunnel linings under fire loading , 2008 .

[28]  Venkatesh Kodur,et al.  Review of post-earthquake fire hazard to building structures , 2008 .

[29]  A. Frangi,et al.  Fire Performance of Gypsum Plasterboards , 2008 .

[30]  Rachel A. Davidson,et al.  Fire following Earthquake—Reviewing the State-of-the-Art of Modeling , 2008 .

[31]  Pinto Vieira Artur,et al.  Needs to Achieve Improved Fire Protection as regards the Implementation and Development of the EN Eurocodes , 2008 .

[32]  J. Y. Richard Liew,et al.  Survivability of steel frame structures subject to blast and fire , 2008 .

[33]  Andrew H. Buchanan,et al.  The Challenges of Predicting Structural Performance in Fires , 2008 .

[34]  Kuldeep R. Prasad,et al.  Thermal and structural response of a two-story, two bay composite steel frame under fire loading , 2009 .

[35]  Massimo Fragiacomo,et al.  Fire performance of bolted connections in laminated veneer lumber , 2009 .

[36]  Kuldeep R. Prasad,et al.  Thermal and structural response of two-storey two-bay composite steel frames under furnace loading , 2009 .

[37]  Paulo Cachim,et al.  Numerical modelling of timber connections under fire loading using a component model , 2009 .

[38]  Andrea Frangi,et al.  Experimental fire analysis of steel‐to‐timber connections using dowels and nails , 2009 .

[39]  Sheng-Jin Chen,et al.  Behavior of beam-to-column moment connections under fire load , 2009 .

[40]  Birgit Östman,et al.  Fire safety in timber buildings - Technical guideline for Europe. , 2010 .

[41]  Jiang Shou-chao State-of-the-Art and Suggestions of Research on Fire-Resistance of Structures , 2010 .

[42]  Hongxia Yu,et al.  DUCTILITY OF SIMPLE STEEL CONNECTIONS IN FIRE , 2010 .

[43]  Andrea Frangi,et al.  Fire design of steel-to-timber dowelled connections , 2010 .

[44]  George Hadjisophocleous,et al.  Fire resistance performance of unprotected wood–wood–wood and wood–steel–wood connections: A literature review and new data correlations , 2010 .

[45]  Hsin-Yang Chung,et al.  Application of fire-resistant steel to beam-to-column moment connections at elevated temperatures , 2010 .

[46]  Jochen Köhler,et al.  Fire-exposed cross-laminated timber – modelling and tests , 2010 .

[47]  W. Z. Zheng,et al.  Experimental study on concrete spalling in prestressed slabs subjected to fire , 2010 .

[48]  Joachim Schmid,et al.  Gypsum plasterboards used as fire protection - analysis of a database , 2010 .

[49]  Michael Havbro Faber,et al.  A probabilistic framework for generic fire risk assessment and risk-based decision making in buildings , 2011 .

[50]  Thomas Glen Bradt Effects of fire damage on the structural properties of steel bridge elements , 2011 .

[51]  Chien Jung Chen,et al.  Numerical modeling of the fire–structure behavior of steel beam-to-column connections , 2011 .

[52]  Kang Hai Tan,et al.  Testing of composite steel top-and-seat-and-web angle joints at ambient and elevated temperatures: Part 2 — Elevated-temperature tests , 2011 .

[53]  Spencer E. Quiel,et al.  Closed-Form Procedure for Predicting the Capacity and Demand of Steel Beam-Columns under Fire , 2011 .

[54]  Venkatesh Kodur,et al.  Experimental behavior of steel beam–columns subjected to fire-induced thermal gradients , 2011 .

[55]  Kathleen Almand Structural Fire Resistance Experimental Research Priority Needs of U.S. Industry | NIST , 2012 .

[56]  Manfred Korzen,et al.  Experimental Research on the Load-Bearing Capacity of Partially Encased Steel Columns Under Fire Conditions , 2012 .

[57]  Bin Zhao,et al.  Membrane action of composite structures in case of fire : ECCS TC3 : fire safety , 2012 .

[58]  Venkatesh Kodur,et al.  Fire behavior of shear angle connections in a restrained steel frame , 2012 .

[59]  Ignacio Paya-Zaforteza,et al.  A numerical investigation on the fire response of a steel girder bridge , 2012 .

[60]  Fredrik Nystedt,et al.  Case Studies on the Verification of Fire Safety Design in Sprinklered Buildings : fallstudier avseende verifiering av brandskydd i byggnader med sprinklersystem , 2012 .

[61]  Greg Baker,et al.  Post-earthquake structural design for fire - a New Zealand perspective , 2012 .

[62]  Spencer E. Quiel,et al.  Effects of Fire on a Tall Steel Building Designed to Resist Progressive Collapse , 2012 .

[63]  Serdar Selamet,et al.  Predicting the maximum compressive beam axial force during fire considering local buckling , 2012 .

[64]  Guanyu Hu,et al.  Studies on the Behavior of Steel Single-Plate Beam End Connections in a Fire , 2012 .

[65]  E. Hugi,et al.  Fire Experiments of Thin-Walled CFRP Pretensioned High Strength Concrete Slabs Under Service Load , 2012 .

[66]  Venkatesh Kodur,et al.  Structures in Fire: State-of-the-Art, Research and Training Needs , 2012 .

[67]  Peijun Wang,et al.  Advanced Analysis and Design for Fire Safety of Steel Structures , 2013 .

[68]  Hossein Mostafaei,et al.  Hybrid fire testing for assessing performance of structures in fire—Methodology , 2013 .

[69]  Xiaojun Yu,et al.  A comparison of subcycling algorithms for bridging disparities in temporal scale between the fire and solid domains , 2013 .

[70]  Ann E. Jeffers,et al.  Stochastic Analysis of Structures in Fire by Monte Carlo Simulation , 2013 .

[71]  Maria Eugenia Moreyra Garlock,et al.  Shear Buckling Behavior of Steel Plate Girders at Elevated Temperatures , 2013 .

[72]  Cameron McGregor Contribution of cross laminated timber panels to room fires , 2013 .

[73]  Nicolas Taillefer,et al.  Ten Years of Increased Hydrocarbon Temperature Curves in French Tunnels , 2013 .

[74]  Hossein Mostafaei,et al.  Hybrid fire testing for assessing performance of structures in fire--Application , 2013 .

[75]  Joachim Schmid Background document of prEN 13381-7 ; Test methods for determining the contribution to the fire resistance of structural members : Part 7 ; Applied protection to timber members – , 2013 .

[76]  M. Taazount,et al.  Thermo-mechanical behaviour of timber-to-timber connections exposed to fire , 2013 .

[77]  Ichiro Hagiwara,et al.  Full-scale fire tests of 3-storey wooden school building , 2014 .

[78]  Michael Klippel Fire safety of bonded structural timber elements , 2014 .

[79]  Lisa Choe,et al.  Fire design of steel columns: Effects of thermal gradients , 2014 .

[80]  Maria Eugenia Moreyra Garlock,et al.  Elevated temperature evaluation of an existing steel web shear buckling analytical model , 2014 .

[81]  Paolo Gardoni,et al.  Fire load: Survey data, recent standards, and probabilistic models for office buildings , 2014 .

[82]  Michael Havbro Faber,et al.  Assessing the Level of Safety for Performance Based and Prescriptive Structural Fire Design of Steel Structures , 2014 .

[83]  William E. Luecke,et al.  High-temperature tensile constitutive data and models for structural steels in fire , 2015 .

[84]  Application of fire safety engineering principles to the design of buildings — Part 7 : Probabilistic risk assessment , 2022 .