LEADER 04047nam 2201117z- 450 001 9910576880203321 005 20220621 035 $a(CKB)5720000000008373 035 $a(oapen)https://directory.doabooks.org/handle/20.500.12854/84517 035 $a(oapen)doab84517 035 $a(EXLCZ)995720000000008373 100 $a20202206d2022 |y 0 101 0 $aeng 135 $aurmn|---annan 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 00$aPerformance-Based Design in Structural Fire Engineering 210 $aBasel$cMDPI - Multidisciplinary Digital Publishing Institute$d2022 215 $a1 online resource (208 p.) 311 08$a3-0365-4340-6 311 08$a3-0365-4339-2 330 $aThe performance-based design of structures in fire is gaining growing interest as a rational alternative to the traditionally adopted prescriptive code approach. This interest has led to its introduction in different codes and standards around the world. Although engineers widely use performance-based methods to design structural components in earthquake engineering, the adoption of such methods in fire engineering is still very limited. This Special Issue addresses this shortcoming by providing engineers with the needed knowledge and recent research activities addressing performance-based design in structural fire engineering, including the use of hotspot analysis to estimate the magnitude of risk to people and property in urban areas; simulations of the evacuation of large crowds; and the identification of fire effects on concrete, steel, and special structures. 606 $aMathematics & science$2bicssc 606 $aResearch & information: general$2bicssc 610 $aAbaqus 610 $aACI 544-2R 610 $aaxial capacity 610 $aBP neural network 610 $abuilt-up areas 610 $abulkhead 610 $aCity University 610 $aColosseum 610 $acolumns 610 $acompartment area 610 $acomputer simulation 610 $aconcrete strength 610 $acooling phase 610 $acooling rate 610 $adeck 610 $adesign 610 $aearthquake 610 $aECC 610 $aevacuation time 610 $aexposure duration 610 $afinite element analysis 610 $afire 610 $afire behavior 610 $afire incidence 610 $afire protection 610 $afire risk zones 610 $afire temperature 610 $afire-resistance limit 610 $aGetis-Ord Gi* 610 $aheating rate 610 $ahigh temperature 610 $ahigh temperatures 610 $ahotspot analysis 610 $ahydrocarbon fire mode 610 $aIDW interpolation 610 $aimpact ductility 610 $aimpact of fires 610 $aKDE 610 $amachine learning 610 $amaximum temperature 610 $amulti hazard analysis 610 $anatural fire 610 $aoffshore platform 610 $aoil and gas facility 610 $aopening factor 610 $aorganizing evacuation 610 $apanel 610 $aPP fiber 610 $aprefabricated cabin-type substation 610 $areinforced concrete 610 $arepeated impact 610 $asafety 610 $aScoria aggregate concrete 610 $astadiums and arenas 610 $astandard fire 610 $asteel structure 610 $astress-strain curve 610 $asustainable development 610 $atanker 610 $atemperature-stress history 610 $atemporal analysis 610 $athermal analysis 610 $athermal-mechanical coupling 615 7$aMathematics & science 615 7$aResearch & information: general 700 $aYoussef$b Maged A$4edt$01323489 702 $aYoussef$b Maged A$4oth 906 $aBOOK 912 $a9910576880203321 996 $aPerformance-Based Design in Structural Fire Engineering$93035620 997 $aUNINA