LEADER 04626nam 2200697Ia 450 001 9911004818303321 005 20200520144314.0 035 $a(CKB)2560000000056182 035 $a(SSID)ssj0000531003 035 $a(PQKBManifestationID)12232019 035 $a(PQKBTitleCode)TC0000531003 035 $a(PQKBWorkID)10568538 035 $a(PQKB)11613230 035 $a(MiAaPQ)EBC3115340 035 $a(Au-PeEL)EBL3115340 035 $a(CaPaEBR)ebr10435352 035 $a(OCoLC)698590584 035 $a(EXLCZ)992560000000056182 100 $a20080820d2009 uy 0 101 0 $aeng 135 $aurcn||||||||| 181 $ctxt 182 $cc 183 $acr 200 10$aPerformance-based design of structural steel for fire conditions $ea calculation methodology /$fprepared 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 205 $a1st ed. 210 $aReston, VA $cAmerican Society of Civil Engineers $cStructural Engineering Institute$dc2009 215 $aviii, 124 p. $cill 225 1 $aASCE manuals and reports on engineering practice ;$vno. 114 300 $aBibliographic Level Mode of Issuance: Monograph 311 08$a0-7844-0963-3 320 $aIncludes bibliographical references (p. 119-122) and index. 327 $aIntro -- 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 -- 5 FULLY DEVELOPED FIRE MODELING -- 5.1 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 -- A.2 Influence of Loading and Restraint of the Structural Member in the Test Chamber -- A.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 CEILING -- D.1 Calculation of Plenum Temperatures -- REFERENCES -- INDEX -- B -- C -- D -- E -- F -- H -- I -- L -- M -- N -- O -- P -- R. 327 $aS -- T -- V. 330 $aMOP 114 presents a new method developed to improve the design of structural steel for fire conditions. 410 0$aASCE manuals and reports on engineering practice ;$vno. 114. 606 $aBuilding, Fireproof$xMathematics 606 $aBuilding, Iron and steel$xMathematics 606 $aStructural engineering$xMathematics 606 $aSteel, Structural$xMathematical models 606 $aBuildings$xPerformance$xMathematical models 606 $aEngineering mathematics$vFormulae 606 $aNumerical calculations 615 0$aBuilding, Fireproof$xMathematics. 615 0$aBuilding, Iron and steel$xMathematics. 615 0$aStructural engineering$xMathematics. 615 0$aSteel, Structural$xMathematical models. 615 0$aBuildings$xPerformance$xMathematical models. 615 0$aEngineering mathematics 615 0$aNumerical calculations. 676 $a693.8/2 701 $aParkinson$b David L$052106 701 $aKodur$b Venkatesh$01823117 701 $aSullivan$b Paul D$g(Paul David)$01823118 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9911004818303321 996 $aPerformance-based design of structural steel for fire conditions$94389602 997 $aUNINA