Reliability analysis of prestressed concrete beams exposed to fire

[1]  Eivind Hognestad,et al.  A STUDY OF COMBINED BENDING AND AXIAL LOAD IN REINFORCED CONCRETE MEMBERS; A REPORT OF AN INVESTIGATION CONDUCTED BY THE ENGINEERING EXPERIMENT STATION, UNIVERSITY OF ILLINOIS, UNDER AUSPICES OF THE ENGINEERING FOUNDATION, THROUGH THE REINFORCED CONCRETE RESEARCH COUNCIL. , 1951 .

[2]  M. S. Abrams,et al.  Compressive Strength of Concrete at Temperatures to 1600F , 1971 .

[3]  F. Furumura,et al.  Strength, elasticity, and thermal properties of concrete subjected to elevated temperatures , 1972 .

[4]  Bruce R. Ellingwood,et al.  Reliability of RC Beams Subjected to Fire , 1977 .

[5]  V R Beck.  THE PREDICTION OF PROBABILITY OF FAILURE OF STRUCTURAL STEEL ELEMENTS UNDER FIRE CONDITIONS , 1985 .

[6]  Tz Harmathy,et al.  Design of Buildings for Prescribed Levels of Structural Fire Safety , 1985 .

[7]  Ulf Wickström,et al.  A very simple method for estimating temperaturein fire exposed concrete structures , 1986 .

[8]  Robert E. Melchers,et al.  Structural Reliability: Analysis and Prediction , 1987 .

[9]  P. Morabito,et al.  Measurement of the thermal properties of different concretes , 1989 .

[10]  Edward G. Nawy,et al.  Prestressed Concrete: A Fundamental Approach , 1989 .

[11]  C. Castillo,et al.  Effect of transient high temperature on high-strength concrete , 1990 .

[12]  T. T. Lie,et al.  Structural fire protection , 1992 .

[13]  John Purkiss,et al.  Fire Safety Engineering Design of Structures , 1996 .

[14]  K. Dombrowski,et al.  Thermal Properties of Commercially Available High-Strength Concretes , 1997 .

[15]  Palle Thoft-Christensen,et al.  Fire safety assessment and optimal design of passive fire protection for offshore structures , 1998 .

[16]  Bernard Bourret,et al.  FIRE SAFETY OF REINFORCED CONCRETE COLUMNS , 2000 .

[17]  Joël Kruppa.  Recent developments in fire design , 2000 .

[18]  L. Phan.  HIGH STRENGTH CONCRETE AT HIGH TEMPERATURE-AN OVERVIEW , 2002 .

[19]  I D Bennetts,et al.  Design of steel structures under fire conditions , 2002 .

[20]  Jong-hwan Kim,et al.  Thermo-physical properties and transient heat transfer of concrete at elevated temperatures , 2002 .

[21]  N. Null.  Minimum Design Loads for Buildings and Other Structures , 2003 .

[22]  Andrzej S. Nowak,et al.  Calibration of Design Code for Buildings (ACI 318): Part 2—Reliability Analysis and Resistance Factors , 2003 .

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

[24]  Andrzej S. Nowak,et al.  Calibration of Design Code for Buildings (ACI 318): Part 1—Statistical Models for Resistance , 2003 .

[25]  Wmg Courage,et al.  ADVANCED FINITE ELEMENT RELIABILITY ANALYSIS , 2004 .

[26]  Miran Saje,et al.  Numerical modelling of behaviour of reinforced concrete columns in fire and comparison with Eurocode 2 , 2005 .

[27]  Christopher N. McCowan,et al.  Physical Properties of Structural Steels. Federal Building and Fire Safety Investigation of the World Trade Center Disaster (NIST NCSTAR 1-3E) | NIST , 2005 .

[28]  Bruce R. Ellingwood.  Load Combination Requirements for Fire-resistant Structural Design , 2005 .

[29]  C. Guedes Soares,et al.  RELIABILITY OF LOAD BEARING STEEL PLATES SUBJECTED TO LOCALISED HEAT LOADS , 2006 .

[30]  Venkatesh Kodur,et al.  A numerical approach for modeling the fire induced restraint effects in reinforced concrete beams , 2008 .

[31]  Richard W. Bukowski,et al.  The International FORUM of Fire Research Directors: A position paper on performance-based design for fire code applications , 2008 .

[32]  Egidijus Rytas Vaidogas,et al.  Reliability of a timber structure exposed to fire: estimation using fragility function , 2008 .

[33]  Christopher D. Eamon,et al.  Variability of fire and concrete temperatures and the associated uncertainty in structural behavior , 2010 .

[34]  Venkatesh Kodur,et al.  Energy based time equivalent approach for evaluating fire resistance of reinforced concrete beams , 2010 .

[35]  Zhenqing Wang,et al.  The Reliability Analysis of Reinforced Concrete Beams under High Temperature , 2010, 2010 Third International Joint Conference on Computational Science and Optimization.

[36]  Jack P. Moehle,et al.  "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-11) AND COMMENTARY" , 2011 .

[37]  Venkatesh Kodur,et al.  Design equation for predicting fire resistance of reinforced concrete beams , 2011 .

[38]  M. Peltz,et al.  Thermal properties of high-volume fly ash mortars and concretes , 2011 .