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    Structural Fire Engineering

    AvFire Protection Committee,Kevin J. LaMalva

    Inbunden, Engelska, 2018

    Del i serien ASCE Manuals and Reports on Engineering Practice (MOPs)

    1 586 kr

    Beställningsvara. Skickas inom 5-8 vardagar. Fri frakt över 249 kr.

    Beskrivning

    Prepared by the Fire Protection Committee of the Structural Engineering Institute of ASCEStructural Fire Engineering provides best practices for the field of performance-based structural fire engineering design. When structural systems are heated by fire, they experience thermal effects that are not contemplated by conventional structural engineering design. Traditionally, structural fire protection is prescribed for structures after they have been optimized for ambient design loads, such as gravity, wind, and seismic, among others. This century-old prescriptive framework endeavors to reduce the heating of individual structural components with the intent of mitigating the risk of structural failure under fire exposure. Accordingly, the vulnerability of buildings to structural failure from uncontrolled fire varies across jurisdictions–which have differing structural design requirements for ambient loads–and as a function of building system and component configuration. As an alternative approach, Standard ASCE 7-16 permits the application of performance-based structural fire design (also termed structural fire engineering design) to evaluate the performance of structural systems explicitly under fire exposure in a similar manner as other design loads are treated in structural engineering practice.Structural fire engineering design is the calculated design of a structure to withstand the thermal load effects of fire, which have the potential to alter the integrity of a structure, based on specific performance criteria. This manual, MOP 138, addresses the current practice, thermal and structural analysis methods, and available information to support structural fire engineering design. It covers:Background information on the protection of structures from fire and the effects of fire on different types of construction,Key distinctions between standard fire resistance design and structural fire engineering design,Guidance for evaluating thermal boundary conditions on a structure because of fire exposure and on conducting heat transfer calculations based on the material thermal properties,Performance objectives for structures under fire exposure, andAnalysis techniques that can be used to quantify structural response to fire effects.This Manual of Practice is a valuable resource for structural engineers, architects, building officials, and academics concerned with performance-based design for structural fire safety.

    Produktinformation

    • Utgivningsdatum:2018-10-30
    • Mått:152 x 229 x undefined mm
    • Vikt:480 g
    • Format:Inbunden
    • Språk:Engelska
    • Serie:ASCE Manuals and Reports on Engineering Practice (MOPs)
    • Antal sidor:256
    • Förlag:American Society of Civil Engineers
    • ISBN:9780784415047

    Utforska kategorier

    • Arkitektur inom Kultur
    • Byggnadsteknik inom Naturvetenskap och teknik
    • Byggnadsindustri och tung industri inom Ekonomi och Ledarskap

    Innehållsförteckning

    • PrefaceAcknowledgmentsPART 1: INTRODUCTION TO STRUCTURAL FIRE ENGINEERING DESIGNChapter 1: INTRODUCTION AND KEY TERMINOLOGY1.1 Overview1.2 BackgroundChapter 2: DESIGN APPROACHES2.1 Overview2.2 Standard Fire Resistance Design (SFRD)3.2.1 Standard Fire Testing3.2.2 Calculation Methods2.3 Structural Fire Engineering Design (SFED)3.3.1 Professional ResponsibilityChapter 3: PERFORMANCE OBJECTIVES3.1 Minimum Performance Objectives3.2 Discretionary Performance ObjectivesPart 2: Thermal Response of Structures Under FireChapter 4: Thermal Boundary Conditions4.1 Fuel Load4.2 Fire Exposure Conditions4.2.1 Enclosure Fires4.2.2 Localized Fires4.2.3 Exterior Fire Exposure4.2.4 Traveling Fires4.2.5 Post-Hazard Event Fires4.3 Fire Exposure Calculation Methods4.3.1 Algebraic Correlations4.3.2 Zone Models4.3.3 Field Models4.3.4 Validation of Fire ModelsChapter 5: MATERIAL THERMAL PROPERTIES5.1 SFRM5.2 Gypsum Board Products5.3 Intumescent Coatings5.4 Steel5.5 Concrete5.6 Masonry5.7 TimberChapter 6: HEAT TRANSFER CALCULATION6.1 Steel Structures6.1.1 Variability of SFRM Thickness and Density6.1.2 Localized Insulation Damage6.1.3 Thermal Bridging6.2 Concrete Structures6.3 Timber Structures6.4 Nonuniform Heating6.5 Mechanical Integrity6.6 Methods of Heat Transfer Analysis6.6.1 Lumped Mass Method6.6.2 Finite Element Method6.6.3 Finite Difference MethodPart 3: Structural Response to Fire EffectsChapter 7: STRUCTURAL FIRE EFFECTS7.1 Overview7.2 Fire Effects on Structural Demand and Capacity7.2.1 Thermal Expansion and Contraction7.2.2 Nonuniform Heating7.2.3 Cooling Phase Effects7.3 Failure Modes7.3.1 Structural Steel7.3.2 Reinforced Concrete and Masonry7.3.3 Timber7.3.4 Nonstructural ComponentsChapter 8: MECHANICAL MATERIAL PROPERTIES8.1 Overview8.2 Mechanical Properties of Steel8.2.1 Structural Steel8.2.2 High Strength Bolts8.2.3 High Strength Steel8.2.4 Cold Formed Steel8.2.5 Steel Grades with Improved Properties8.3 Mechanical Properties of Concrete and Reinforcing Steel8.3.1 Concrete8.3.2 Reinforcing Steel8.3.3 Prestressing Steel8.4 Mechanical Properties of Masonry8.4.1 Stress–Strain–Temperature Response8.5 Mechanical Properties of Timber8.5.1 Moisture Effects8.5.2 Parallel-to-Grain Properties8.5.3 Perpendicular-to-Grain Properties8.5.4 Char RatesChapter 9: STRUCTURAL ANALYSIS FOR FIRE EFFECTS9.1 Load Combinations9.2 Structural Analysis Tools9.2.1 Mapping Thermal Results to the Structural Model9.2.2 Simplified Analytical Tools9.2.3 Finite Element Analysis9.3 Structural Analysis Methods9.3.1 Primary Structural Framing9.3.2 Composite Slabs and Floor Systems9.3.3 Structural Connections9.3.4 Structural WallsChapter 10: STRUCTURAL ACCEPTANCE CRITERIA10.1 Overview10.2 Structural Steel10.2.1 Local Behavior10.2.2 Gross Member Behavior10.2.3 Connection Design10.2.4 Compartmentalization10.2.5 Egress Path Levelness10.2.6 Exit Stairways10.3 Composite Steel and Concrete101.3.1 Local Behavior10.3.2 Gross Member10.3.3 Connection Design10.4 Reinforced and Prestressed Concrete10.4.1 Concrete Cover Spalling10.4.2 Local and Global Behavior10.4.3 Analytical Tools and Analysis10.5 Timber10.5.1 Gross Member10.5.2 Connection DesignINDEX