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Seismic analysis of safety-related nuclear structures / American Society of Civil Engineers

データ種別 電子ブック
出版者 (Reston, Virginia : American Society of Civil Engineers)
出版年 2017
大きさ 1 online resource

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URL 電子ブック
621/N17 1181000601
9780784479988
禁帯出 一般本

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一般注記 "ASCE standard ASCE/SEI 4-16."
Includes bibliographical references and index
Print version record and CIP data provided by publisher; resource not viewed
PREFACE; ACKNOWLEDGMENTS; ABBREVIATIONS AND NOTATION; DEFINITIONS; 1 GENERAL; 1.1 Introduction; 1.1.1 Purpose; 1.1.2 Scope; 1.1.2.1 Types of Structures Covered by This Standard; 1.1.2.2 FoundationMaterial Stability; 1.1.3 General Requirements; 1.1.3.1 Use of Analysis Results; 1.1.3.2 Use of ASCE 4 with Other Codes and Standards; 1.1.3.3 Alternative Methodologies; 1.2 Seismic Quality Provisions; 1.2.1 Analysis Verification and Documentation; 1.2.2 Load Path Study; 1.2.3 Independent Peer Review; 1A Attachment: On Achieving Target Performance Goals (Nonmandatory); 1A.1 Purpose
1A.2 Expected Factors of Safety Achieved by Seismic Acceptance Criteria1A.2.1 Introduction.; 1A.2.2 Estimation of Median Conservatism Introduced by Standard Seismic Acceptance Criteria; 1A.2.2.1 Median Strength Conservatism Ratio; 1A.2.2.2 Median Demand Conservatism Ratio; 1A.2.2.3 Median Nonlinear Conservatism Ratio; 1A.2.2.4 Resulting Capacity Conservatism; References for Attachment 1A; 2 SEISMIC INPUT; 2.1 Performance-Based Design Motions; 2.2 Input Sources; 2.2.1 Input Motions; 2.2.2 Soil Properties; 2.3 Probabilistic Site Response Analysis; 2.3.1 Soil Profile Development
2.3.2 Analysis Methodology2.3.2.1 Development of Low-Strain Realizations; 2.3.2.2 Ground Response Computations; 2.4 Strain-Compatible Soil Properties; 2.5 Design Response Motions; 2.5.1 Target Response Level; 2.5.2 Types of Design Response Spectra; 2.5.3 Vertical Design Response Spectra; 2.6 Design Response Spectrum-Compatible Ground Motion Histories; 2.6.1 Requirements for DRS-Compatible Ground Motion Histories.; 2.6.2 Ground Motion History Development Procedures; 2.7 Structures Sensitive to Low-Frequency Motions; 2.7.1 Response Spectra Shape; 2.7.2 Ground Motion Histories
2.8 Alternative Definitions of Design Ground Motions3 MODELING OF STRUCTURES; 3.1 General Requirements; 3.1.1 Models for Horizontal and Vertical Motions; 3.1.2 Multistep and One-Step Methods of Seismic Response Analysis; 3.1.2.1 Models for Multistep Analysis; 3.1.2.2 Models for One-Step Analysis; 3.1.3 Discretization Considerations; 3.1.3.1 Selection of Finite Element Type; 3.1.3.2 Selection of Mesh Size; 3.1.3.3 Stick Models; 3.1.4 Alternate Methods; 3.2 Structural Material Properties; 3.2.1 Modulus of Elasticity and Poisson's Ratio; 3.2.1.1 Concrete; 3.2.1.2 Steel; 3.2.2 Damping
3.3 Modeling of Stiffness3.3.1 General Requirements; 3.3.2 Stiffness of Reinforced Concrete Elements; 3.4 Modeling of Mass; 3.4.1 Discretization of Mass; 3.4.2 Determination of Mass; 3.5 Modeling of Damping; 3.5.1 Damping Properties of Structures; 3.5.1.1 Proportional Damping (Rayleigh Damping); 3.5.1.2 Complex Stiffness; 3.5.2 Composite Damping; 3.5.2.1 Substructures with Different Damping Ratios; 3.5.2.2 Substructures with Proportional Damping; 3.5.3 Composite Modal Damping; 3.5.4 Alternate Composite Modal Damping; 3.6 Modeling of Hydrodynamic Effects; 3.6.1 General Requirements
Standard ASCE/SEI 4-16 provides requirements to ensure the reliability of nuclear facilities under earthquake motions, focusing on analysis to obtain response information
Added to collection customer.56279.3 - Master record variable field(s) change: 072
HTTP:URL=https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&db=nlabk&AN=1503772 Information=EBSCOhost
著者標目 American Society of Civil Engineers
件　名 LCSH:Nuclear facilities -- Evaluation -- Standards -- United States  全ての件名で検索
LCSH:Earthquake resistant design -- Standards -- United States  全ての件名で検索
LCSH:Nuclear facilities -- Earthquake effects  全ての件名で検索
FREE:TECHNOLOGY & ENGINEERING / Mechanical
FREE:Electronic books
分　類 LCC:TK9152.163
DC23:621.48/35
書誌ID EB00004405
ISBN 9780784479988

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