Performance-based design of structural steel for fire conditions : a calculation methodology /

Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor Corporativo: Structural Engineering Institute. Special Design Issues--Fire Protection Committee
Otros Autores: Parkinson, David L., Kodur, Venkatesh, Sullivan, Paul D. (Paul David)
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Reston, VA : American Society of Civil Engineers : Structural Engineering Institute, ©2009.
Colección:ASCE manuals and reports on engineering practice ; no. 114.
Temas:
Building, Fireproof > Mathematics.
Building, Iron and steel > Mathematics.
Structural engineering > Mathematics.
Steel, Structural > Mathematical models.
Buildings > Performance > Mathematical models.
Engineering mathematics > Formulae.
Numerical calculations.
Construction à l'épreuve du feu > Mathématiques.
Construction métallique > Mathématiques.
Technique de la construction > Mathématiques.
Acier de construction > Modèles mathématiques.
Constructions > Comportement > Modèles mathématiques.
Mathématiques de l'ingénieur > Formules.
Calculs numériques.
TECHNOLOGY & ENGINEERING > Construction > General.
Engineering mathematics
Numerical calculations
Steel, Structural > Mathematical models
Structural engineering > Mathematics
Mathematical formulae
Acceso en línea:Texto completo
Tabla de Contenidos:
  • CONTENTS
  • FOREWORD
  • 1 DESIGN MANUAL
  • 1.1 Selection of Compartments or Areas to Design
  • 1.2 Determination of Compartment Fuel Loads
  • 1.3 Predicted Compartment Fire Timeâ€?Temperature Relationship
  • 1.4 Predicted Steel Timeâ€?Temperature Relationship
  • 1.5 Worked Example
  • 2 CURRENT APPROACH TO STRUCTURAL FIRE SAFETY
  • 2.1 History of the Standard Test Methods
  • 3 THE PERFORMANCE-BASED DESIGN PHILOSOPHY
  • 4 FIRE SCENARIO DEVELOPMENT
  • 4.1 Compartment Fires
  • 4.2 Ventilation-Controlled Vs. Fuel-Controlled Fires
  • 4.3 Room Fuel Load
  • 5 FULLY DEVELOPED FIRE MODELING5.1 T-Equivalent Concept
  • 5.2 Parametric Fire Curves
  • 6 BASIC CONCEPTS OF STRUCTURAL FIRE DESIGN
  • 6.1 Role of the Structural Engineer Vs. the Fire Protection Engineer
  • 6.2 Specific Calculation Requirements
  • 6.3 Behavior of Steel under Fire Conditions
  • 6.4 Critical Temperatures
  • 6.5 Timeâ€?Temperature History of Fire-Exposed Members
  • 7 FUTURE WORK
  • APPENDIX A: REVIEW OF THE STANDARD TEST
  • A.1 Influence of Standard Fire Test Timeâ€?Temperature Curve on Test Specimen
  • A.2 Influence of Loading and Restraint of the Structural Member in the Test ChamberA.3 Influence of Material Properties
  • A.4 Influence of Furnace Construction
  • APPENDIX B: DERIVATION OF ROOM FUEL LOAD EQUATION
  • APPENDIX C: FUNDAMENTAL HEAT BALANCE EQUATIONS FOR A COMPARTMENT FIRE
  • C.1 Fundamental Heat Balance Equation
  • C.2 qR: Rate of Radiative Heat Loss through the Ventilation Opening
  • C.3 qW: Rate of Heat Loss through Compartment Boundaries
  • C.4 qL: Rate of Convective Heat Loss Out Opening
  • C.5 qC: Rate of Combustion Heat Release
  • APPENDIX D: CALCULATION OF PLENUM TEMPERATURE FOR STRUCTURAL STEEL PROTECTED BY A SUSPENDED CEILINGD.1 Calculation of Plenum Temperatures
  • REFERENCES
  • INDEX
  • B
  • C
  • D
  • E
  • F
  • H
  • I
  • L
  • M
  • N
  • O
  • P
  • R
  • S
  • T
  • V

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