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    1. Naturvetenskap och teknik
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    Seismic Design Criteria for Structures, Systems, and Components in Nuclear Facilities

    AvAmerican Society of Civil Engineers

    Häftad, Engelska, 2021

    Del i serien Standards

    1 758 kr

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

    Beskrivning

    Prepared by the Nuclear Standards Committee and the Task Committee on Dynamic Analysis of Nuclear Structures of the Codes and Standards Activities Division of the Structural Engineering Institute of ASCESeismic Design Criteria for Structures, Systems, and Components in Nuclear Facilities provides stringent design criteria for multiple aspects associated with nuclear facilities. Because of the potential risk with nuclear hazards, nuclear facilities need to have a much lower probability than conventional facilities of sustaining structural damage caused by earthquake. The goal of this standard is to ensure that nuclear facilities can withstand the effects of earthquake ground-shaking while retaining target performance goals. Topics include evaluation of seismic demand, evaluation of structural capacity, load combinations and acceptance criteria for structures, ductile detailing requirements, equipment and distribution systems, and seismic quality provisions. This new edition, which updates and replaces the previous edition of ASCE 43, includes a new chapter on the design of seismically isolated nuclear facilities, as well as provisions for prototype and production testing of isolators. Standard ASCE/SEI 43-19 will be of use to engineers and analysts involved in the design and assessment of new or existing nuclear structures, systems, or components. It can also be used for facilities handling explosives, toxic materials, or chemicals; for facilities where safety, mission, or investment protection is an explicit design goal.

    Produktinformation

    • Utgivningsdatum:2021-01-30
    • Mått:229 x 254 x undefined mm
    • Vikt:219 g
    • Format:Häftad
    • Språk:Engelska
    • Serie:Standards
    • Antal sidor:106
    • Förlag:American Society of Civil Engineers
    • ISBN:9780784415405

    Utforska kategorier

    • Energiteknik inom Naturvetenskap och teknik
    • Byggnadsteknik inom Naturvetenskap och teknik

    Innehållsförteckning

    • 1. INTRODUCTION1.1 ACRONYMS AND ABBREVIATIONS1.2 DEFINITIONS1.3 SEISMIC DESIGN CRITERIA1.4 INTEGRATION OF OTHER CODES AND STANDARDS WITH ASCE 431.5 ALTERNATIVE METHODS TO MEET THE INTENT OF THIS STANDARD2. EARTHQUAKE GROUND MOTION2.1 SEISMIC HAZARD EVALUATION2.2 DEVELOPMENT OF DESIGN BASIS EARTHQUAKE GROUND MOTIONS2.3 METHOD TO DEFINE DESIGN RESPONSE SPECTRA AT VARIOUS DEPTHS IN THE SITE PROFILE2.4 CRITERIA FOR DEVELOPING SYNTHETIC OR MODIFIED RECORDED ACCELERATION TIME SERIES3. EVALUATION OF SEISMIC DEMAND3.1 INTRODUCTION3.2 SEISMIC DEMAND DEVELOPMENT3.3 MODELING AND INPUT PARAMETERS3.3.1 Effective Stiffness of Reinforced Concrete and Steel-Plate Composite Wall Members3.3.2 Mass (Effective Weight)3.3.3 Damping Values for Structures, Systems, and Components4. STRUCTURAL CAPACITY4.1 STRUCTURAL SYSTEMS4.2 COMPONENT CAPACITIES4.2.1 General4.2.2 Reinforced Concrete4.2.2.1 Shear Strength of Reinforced Concrete Members4.2.2.2 Combined In-Plane and Out-of-Plane Shear in Slabs, Diaphragms, and Walls4.2.3 Structural Steel4.2.4 Steel-Plate Composite4.2.5 Reinforced Masonry5. LOAD COMBINATIONS AND ACCEPTANCE CRITERIA FOR STRUCTURES5.1 Load Combinations5.1.1 General5.1.2 Seismic Load Combinations5.1.2.1 Seismic Load Combinations for Strength-Based Acceptance Criteria5.1.2.2 Seismic Load Combinations for Deformation-Based Acceptance Criteria5.1.3 Inelastic Energy Absorption Factor5.1.3.1 Component Inelastic Energy Absorption Factor5.1.3.2 Weak or Soft Story Inelastic Energy Absorption Factor5.1.3.3 High-Frequency Inelastic Energy Absorption Factor5.1.3.4 Adjustments to the Inelastic Energy Absorption Factor for Ratcheting5.2 Acceptance Criteria5.2.1 General5.2.2 Strength-Based Acceptance Criteria5.2.3 Deformation-Based Acceptance Criteria5.2.3.1 Allowable Drift Limits for Structural Systems5.2.3.2 Allowable Rotation Limits for Structural Members6. DUCTILE DETAILING REQUIREMENTS6.1 STEEL STRUCTURES6.1.1 Moment Frames6.1.2 Braced Frames6.1.3 Steel-Plate Composite (SC) Shear Walls6.1.4 Collector Elements6.1.5 Nearly Rigid Platforms and Supports6.2 REINFORCED CONCRETE6.2.1 General6.2.2 Slab-Wall Moment Frame Systems6.2.3 Requirements for Members Not Proportioned to Resist Forces Induced by Earthquake Motions6.2.4 Collectors6.2.5 Joints in Floor Slabs6.3 ANCHORAGE7. SPECIAL CONSIDERATIONS7.1 ROCKING AND SLIDING OF UNANCHORED BODIES7.2 BUILDING SLIDING AND OVERTURNING7.2.1 Building Sliding7.2.2 Building Overturning7.3 SEISMIC SEPARATION7.4 SEISMIC DESIGN CONSIDERATIONS FOR FOUNDATION ELEMENTS7.4.1 Linear Analyses7.4.2 Nonlinear Analyses7.4.3 Special Provisions for Foundation Components7.4.4 Liquefaction Potential and Soil Strength Loss7.5 UNREINFORCED MASONRY USED AS MOVABLE PARTITIONS, BARRIERS, AND RADIATION SHIELDING7.6 PROVISIONS FOR CONSTRUCTION EFFECTS8. SEISMIC QUALIFICATION OF EQUIPMENT AND DISTRIBUTION SYSTEMS8.1 INTRODUCTION8.2 QUALIFICATION BY ANALYSIS8.2.1 Seismic Analysis Methods8.2.1.1 Equivalent Static Analysis8.2.1.2 Dynamic Analysis8.2.2 Demand for Qualification by Analysis8.2.2.1 Damping8.2.2.2 Inelastic Energy Absorption Factor, Fµ8.2.2.3 Allowable Limit States for Active Mechanical Components and Pressure-Retaining Equipment8.2.2.4 Total Demand for Qualification by Analysis8.2.3 Capacity Using Qualification by Analysis8.2.3.1 Capacity Defined by Industry Standards8.2.3.2 Acceptance Criteria for Capacity8.2.4 Acceptance Criteria and Documentation for Qualification by Analysis8.3 QUALIFICATION BY TESTING AND EXPERIENCE DATA8.3.1 Tests and Experience Methods8.3.1.1 Testing8.3.1.2 Test Experience Data8.3.1.3 Earthquake Experience Data8.3.2 Demand for Qualification by Testing and Experience Data8.3.2.1 Demand for Qualification by Testing8.3.2.2 Demand for Qualification by Test Experience Data and Earthquake Experience Data8.3.3 Capacity Defined for Seismic Qualification by Testing and Experience Data8.3.4 Acceptance Criteria and Documentation for Qualification by Tests and Experience Data9. SEISMICALLY ISOLATED STRUCTURES9.1 INTRODUCTION9.2 GENERAL REQUIREMENTS9.2.1 Isolation System9.2.1.1 General9.2.1.2 Vertical and Horizontal Load Resistance9.2.1.3 Minimum Lateral Restoring Force9.2.1.4 Wind Loads9.2.1.5 Operating Conditions9.2.1.6 Inspection and Replacement9.2.2 Isolators9.2.2.1 Mechanical Properties9.2.2.2 Quality Assurance9.2.3 Basemat and Foundation Designs9.3 DISPLACEMENTS AND FORCES FOR DESIGN9.3.1 General9.3.2 Seismic Isolators9.3.3 Stops9.3.4 Structures, Systems, and Components above the Isolation Interface9.3.5 Structures below the Isolation Interface9.3.6 Systems and Components Crossing the Isolation Interface9.4 PEER REVIEW9.5 TESTING OF PROTOTYPE AND PRODUCTION ISOLATORS9.5.1 General9.5.2 Prototype Testing9.5.2.1 Test Specimens9.5.2.2 Record9.5.2.3 Sequence and Cycles9.5.2.4 Test Specimen Adequacy9.5.3 Production Testing9.5.3.1 Test Specimens9.5.3.2 Record9.5.3.3 Sequence and Cycles9.5.3.4 Test Specimen Adequacy10. QUALITY ASSURANCE PROVISIONS10.1 DESIGN VERIFICATION AND INDEPENDENT PEER REVIEW10.1.1 Seismic Design Verification10.1.2 Independent Seismic Peer Review10.2 STRUCTURAL OBSERVATION, INSPECTION, AND TESTING10.2.1 Structural Observations10.2.2 Continuous and Periodic Inspections10.2.3 Testing10.3 QUALITY ASSURANCE PROGRAM10.3.1 Design Basis Documents10.3.2 Design Procedures10.4 SOFTWARE QUALITY ASSURANCEAPPENDIXESAPPENDIX A. ALTERNATE METHOD TO MEET ASCE 43 PERFORMANCE GOALS WHEN SEISMIC CAPABILITIES ARE DEFINED AT THE 50% PROBABILITY OF FAILURE LEVELA1. INTRODUCTIONA2. SPECIFICATION OF THE DESIGN RESPONSE SPECTRUMA3. SPECIFICATION OF MINIMUM FACTOR OF SAFETY TO BE APPLIED TO MEDIAN PROBABILITY OF FAILURE CAPABILITYAPPENDIX B. ALTERNATE METHOD TO MEET ASCE 43 PERFORMANCE GOALS WHEN SEISMIC CAPABILITIES ARE DEFINED AT THE 10% PROBABILITY OF FAILURE LEVELB1. INTRODUCTIONB2. SPECIFICATION OF THE DESIGN RESPONSE SPECTRUMB3. SPECIFICATION OF MINIMUM FACTOR OF SAFETY TO BE APPLIED TO 10% PROBABILITY OF FAILURE CAPABILITYREFERENCESCOMMENTARY TO ASCE 43-19