TY - BOOK ID - 145122359 TI - Performance-Based Design in Structural Fire Engineering PY - 2022 PB - Basel MDPI - Multidisciplinary Digital Publishing Institute DB - UniCat KW - Research & information: general KW - Mathematics & science KW - fire incidence KW - hotspot analysis KW - KDE KW - Getis-Ord Gi* KW - IDW interpolation KW - fire risk zones KW - built-up areas KW - temporal analysis KW - sustainable development KW - fire KW - earthquake KW - finite element analysis KW - Abaqus KW - multi hazard analysis KW - Scoria aggregate concrete KW - PP fiber KW - high temperature KW - stress-strain curve KW - prefabricated cabin-type substation KW - panel KW - BP neural network KW - thermal–mechanical coupling KW - machine learning KW - fire behavior KW - impact of fires KW - repeated impact KW - ACI 544-2R KW - high temperatures KW - ECC KW - impact ductility KW - oil and gas facility KW - offshore platform KW - tanker KW - steel structure KW - bulkhead KW - deck KW - hydrocarbon fire mode KW - fire-resistance limit KW - fire protection KW - design KW - stadiums and arenas KW - evacuation time KW - safety KW - Colosseum KW - organizing evacuation KW - computer simulation KW - City University KW - fire temperature KW - opening factor KW - compartment area KW - thermal analysis KW - natural fire KW - concrete strength KW - exposure duration KW - maximum temperature KW - heating rate KW - cooling rate KW - reinforced concrete KW - columns KW - standard fire KW - cooling phase KW - axial capacity KW - temperature-stress history KW - fire incidence KW - hotspot analysis KW - KDE KW - Getis-Ord Gi* KW - IDW interpolation KW - fire risk zones KW - built-up areas KW - temporal analysis KW - sustainable development KW - fire KW - earthquake KW - finite element analysis KW - Abaqus KW - multi hazard analysis KW - Scoria aggregate concrete KW - PP fiber KW - high temperature KW - stress-strain curve KW - prefabricated cabin-type substation KW - panel KW - BP neural network KW - thermal–mechanical coupling KW - machine learning KW - fire behavior KW - impact of fires KW - repeated impact KW - ACI 544-2R KW - high temperatures KW - ECC KW - impact ductility KW - oil and gas facility KW - offshore platform KW - tanker KW - steel structure KW - bulkhead KW - deck KW - hydrocarbon fire mode KW - fire-resistance limit KW - fire protection KW - design KW - stadiums and arenas KW - evacuation time KW - safety KW - Colosseum KW - organizing evacuation KW - computer simulation KW - City University KW - fire temperature KW - opening factor KW - compartment area KW - thermal analysis KW - natural fire KW - concrete strength KW - exposure duration KW - maximum temperature KW - heating rate KW - cooling rate KW - reinforced concrete KW - columns KW - standard fire KW - cooling phase KW - axial capacity KW - temperature-stress history UR - https://www.unicat.be/uniCat?func=search&query=sysid:145122359 AB - The 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. ER -