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220822 ||| eng |
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|a 9783036543406
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|a books978-3-0365-4339-0
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|a 9783036543390
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|a Youssef, Maged A.
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|a Performance-Based Design in Structural Fire Engineering
|h Elektronische Ressource
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260 |
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|a Basel
|b MDPI - Multidisciplinary Digital Publishing Institute
|c 2022
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300 |
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|a 1 electronic resource (208 p.)
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653 |
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|a machine learning
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|a Scoria aggregate concrete
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|a earthquake
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|a fire protection
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|a tanker
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|a fire incidence
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|a built-up areas
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|a Mathematics & science / bicssc
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|a reinforced concrete
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|a prefabricated cabin-type substation
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|a PP fiber
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|a Abaqus
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|a Getis-Ord Gi*
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|a opening factor
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|a ACI 544-2R
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|a fire temperature
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|a fire behavior
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|a design
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|a safety
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|a BP neural network
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|a impact of fires
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|a hydrocarbon fire mode
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|a steel structure
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|a axial capacity
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|a ECC
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|a City University
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|a thermal-mechanical coupling
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|a repeated impact
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|a exposure duration
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|a standard fire
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|a maximum temperature
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|a organizing evacuation
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|a panel
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|a Research & information: general / bicssc
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|a stadiums and arenas
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|a evacuation time
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|a high temperature
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|a heating rate
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|a deck
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|a KDE
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|a hotspot analysis
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|a concrete strength
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|a fire-resistance limit
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|a offshore platform
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|a finite element analysis
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|a temperature-stress history
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|a stress-strain curve
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|a natural fire
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|a high temperatures
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|a bulkhead
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|a fire
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|a cooling phase
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|a fire risk zones
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|a compartment area
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|a Colosseum
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|a multi hazard analysis
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|a columns
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|a oil and gas facility
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|a IDW interpolation
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|a thermal analysis
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|a impact ductility
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|a cooling rate
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|a temporal analysis
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|a computer simulation
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|a sustainable development
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|a Youssef, Maged A.
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7 |
|a eng
|2 ISO 639-2
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989 |
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|b DOAB
|a Directory of Open Access Books
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500 |
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|a Creative Commons (cc), https://creativecommons.org/licenses/by/4.0/
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|a 10.3390/books978-3-0365-4339-0
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856 |
4 |
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|u https://www.mdpi.com/books/pdfview/book/5501
|7 0
|x Verlag
|3 Volltext
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856 |
4 |
2 |
|u https://directory.doabooks.org/handle/20.500.12854/84517
|z DOAB: description of the publication
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|a 900
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|a 000
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|a 333
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|a 500
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|a 700
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|a 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.
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