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|2 22
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|a UAMI
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|a Structural Engineering Institute.
|b Special Design Issues--Fire Protection Committee.
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| 245 |
1 |
0 |
|a Performance-based design of structural steel for fire conditions :
|b a calculation methodology /
|c prepared by the Special Design Issues--Fire Protection Committee of the Structural Engineering Institute of the American Society of Civil Engineers ; edited by David L. Parkinson, Venkatesh Kodur, Paul D. Sullivan.
|
| 260 |
|
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|a Reston, VA :
|b American Society of Civil Engineers :
|b Structural Engineering Institute,
|c ©2009.
|
| 300 |
|
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|a 1 online resource (viii, 124 pages) :
|b illustrations
|
| 336 |
|
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|a text
|b txt
|2 rdacontent
|
| 337 |
|
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|a computer
|b c
|2 rdamedia
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| 338 |
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|a online resource
|b cr
|2 rdacarrier
|
| 490 |
1 |
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|a ASCE manuals and reports on engineering practice ;
|v no. 114
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| 504 |
|
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|a Includes bibliographical references (pages 119-122) and index.
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| 588 |
0 |
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|a Print version record.
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|a 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 Time�Temperature Relationship -- 1.4 Predicted Steel Time�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
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| 505 |
8 |
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|a 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 Time�Temperature History of Fire-Exposed Members -- 7 FUTURE WORK -- APPENDIX A: REVIEW OF THE STANDARD TEST -- A.1 Influence of Standard Fire Test Time�Temperature Curve on Test Specimen
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| 505 |
8 |
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|a 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
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| 505 |
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|a 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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| 590 |
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|a Knovel
|b ACADEMIC - Fire Protection Engineering & Emergency
|
| 650 |
|
0 |
|a Building, Fireproof
|x Mathematics.
|
| 650 |
|
0 |
|a Building, Iron and steel
|x Mathematics.
|
| 650 |
|
0 |
|a Structural engineering
|x Mathematics.
|
| 650 |
|
0 |
|a Steel, Structural
|x Mathematical models.
|
| 650 |
|
0 |
|a Buildings
|x Performance
|x Mathematical models.
|
| 650 |
|
0 |
|a Engineering mathematics
|v Formulae.
|
| 650 |
|
0 |
|a Numerical calculations.
|
| 650 |
|
6 |
|a Construction à l'épreuve du feu
|x Mathématiques.
|
| 650 |
|
6 |
|a Construction métallique
|x Mathématiques.
|
| 650 |
|
6 |
|a Technique de la construction
|x Mathématiques.
|
| 650 |
|
6 |
|a Acier de construction
|x Modèles mathématiques.
|
| 650 |
|
6 |
|a Constructions
|x Comportement
|x Modèles mathématiques.
|
| 650 |
|
6 |
|a Mathématiques de l'ingénieur
|v Formules.
|
| 650 |
|
6 |
|a Calculs numériques.
|
| 650 |
|
7 |
|a TECHNOLOGY & ENGINEERING
|x Construction
|x General.
|2 bisacsh
|
| 650 |
|
7 |
|a Engineering mathematics
|2 fast
|
| 650 |
|
7 |
|a Numerical calculations
|2 fast
|
| 650 |
|
7 |
|a Steel, Structural
|x Mathematical models
|2 fast
|
| 650 |
|
7 |
|a Structural engineering
|x Mathematics
|2 fast
|
| 655 |
|
7 |
|a Mathematical formulae
|2 fast
|
| 700 |
1 |
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|a Parkinson, David L.
|
| 700 |
1 |
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|a Kodur, Venkatesh.
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| 700 |
1 |
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|a Sullivan, Paul D.
|q (Paul David)
|
| 776 |
0 |
8 |
|i Print version:
|a Structural Engineering Institute. Special Design Issues--Fire Protection Committee.
|t Performance-based design of structural steel for fire conditions.
|d Reston, VA : American Society of Civil Engineers : Structural Engineering Institute, ©2009
|w (DLC) 2008036681
|
| 830 |
|
0 |
|a ASCE manuals and reports on engineering practice ;
|v no. 114.
|
| 856 |
4 |
0 |
|u https://appknovel.uam.elogim.com/kn/resources/kpPBDSSFC1/toc
|z Texto completo
|
| 938 |
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|b EBLB
|n EBL3115340
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| 938 |
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|b EBRY
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