Seismic Evaluation and Design of Petrochemical and Other Industrial Facilities.

This report provides practical recommendations affecting the safety of new and existing petrochemical and other industrial facilities during and following an earthquake.

Detaylı Bibliyografya
Yazar: Facilities, Task Committee on Seismic Evaluation and Design of Petrochemical
Materyal Türü: e-Kitap
Dil:İngilizce
Baskı/Yayın Bilgisi: Reston : American Society of Civil Engineers, 2020.
Edisyon:3rd ed.
Konular:
Petroleum refineries-Design and construction.
Electronic books.
Online Erişim:Full-text access
İçindekiler:
  • Intro
  • Contents
  • Chapter 1: Introduction
  • 1.1 Objective
  • 1.2 Related Industry Codes, Standards, and Specifications
  • 1.3 Organization of the Book
  • References
  • Chapter 2: Design and Evaluation Philosophy
  • 2.1 Introduction
  • 2.2 Considerations for New Design
  • 2.3 Considerations for the Evaluation of Existing Facilities
  • 2.4 Cautions Regarding Design and Evaluation
  • 2.5 Performance Objectives and Risk Categories
  • 2.5.1 Performance Objectives
  • 2.5.2 Risk Categories
  • 2.5.3 Relationships between Performance Objectives and Risk Categories
  • 2.5.4 Basis for the Recommended Performance Objectives
  • 2.6 Design Approach for New Facilities
  • 2.7 Evaluation of Existing Structure/Replacement in Kind
  • 2.8 Considerations for Regulatory Requirements
  • 2.9 Considerations for Temporary Facilities
  • 2.10 Structural Observation and Inspection
  • 2.11 Quality Assurance
  • 2.12 Peer Review
  • References
  • Chapter 3: Seismic Hazards
  • 3.1 Introduction
  • 3.2 Earthquake Basics
  • 3.2.1 Earthquake Mechanism
  • 3.2.2 Earthquake Magnitude and Intensity
  • 3.3 Ground Shaking
  • 3.3.1 Measures of Ground Shaking for Use in Design and Evaluation
  • 3.3.2 Factors Affecting Ground Shaking
  • 3.4 Design Ground Motions
  • 3.4.1 Design Response Spectrum-Standard Code Approach
  • 3.4.2 Site-Specific Design Response Spectrum
  • 3.4.3 Earthquake Time Histories
  • 3.5 Ground Failure
  • 3.5.1 Surface Fault Rupture
  • 3.5.2 Liquefaction
  • 3.6 Tsunami And Seiche
  • References
  • Appendix 3.A Ground Shaking
  • Appendix 3.B Earthquake-Related Coastal Inundation
  • Chapter 4: Seismic Analysis
  • 4.1 Introduction
  • 4.2 Structural Systems in a Petrochemical Facility
  • 4.2.1 General
  • 4.2.2 Building Structures
  • 4.2.3 Nonbuilding Structures
  • 4.2.4 Nonstructural Components and Systems
  • 4.3 Selection of Analysis Procedures
  • 4.3.1 General.
  • 4.3.2 Equivalent Lateral Force Procedure
  • 4.3.3 Dynamic Analysis
  • 4.4 Equivalent Lateral Force Procedure
  • 4.4.1 General
  • 4.4.2 Determination of Base Shear and Seismic Load E
  • 4.4.3 Combination Structures
  • 4.4.4 Vertical Distribution of Forces
  • 4.4.5 Horizontal Distribution of Forces
  • 4.4.6 Torsional Effects
  • 4.4.7 Overturning Potential
  • 4.4.8 Sliding Potential
  • 4.4.9 Directions of Earthquake Forces
  • 4.4.10 Vertical Motions
  • 4.4.11 Nonstructural Components
  • 4.5 Dynamic Analysis Methods
  • 4.5.1 General
  • 4.5.2 Ground Motion
  • 4.5.3 Mathematical Model
  • 4.5.4 Response Spectrum Analysis
  • 4.5.5 Time History Analysis
  • 4.5.6 Scaling of Results
  • 4.5.7 Soil-Structure Interaction
  • 4.6 Considerations for Existing Facilities
  • 4.6.1 General
  • 4.6.2 Methods for Evaluation
  • 4.6.3 Overturning Potential
  • 4.6.4 Sliding Potential
  • References
  • Appendix 4.A Typical Period (T) Computations for Nonbuilding Structures
  • Appendix 4.B Guidelines for Determining Base Shear for Combination Structures
  • Appendix 4.C Determination of Base Shear for Selected Structures
  • Appendix 4.D Stability Check Using Energy Balance Approach (Existing Facilities Only)
  • Appendix 4.E Methodology for Determination of Sliding Displacements (Existing Facilities Only)
  • Appendix 4.F Guidance for California Accidental Release Prevention (CalARP) Program Seismic Assessment
  • Appendix 4.G Examples of Configurations of Petrochemical Structures Where Dynamic Analysis Is Recommended
  • Chapter 5: Primary Structural Design
  • 5.1 Introduction
  • 5.2 Design Criteria
  • 5.2.1 Introduction
  • 5.2.2 Loads and Earthquake Load Combinations
  • 5.2.3 Material Selection
  • 5.2.4 Acceptance Criteria
  • 5.3 Design Considerations
  • 5.3.1 Introduction
  • 5.3.2 Buildings
  • 5.3.3 Nonbuilding Structures.
  • 5.3.4 Elements of Structures, Nonstructural Components, and Equipment
  • 5.3.5 Foundations
  • 5.4 Structural Details
  • 5.4.1 Introduction
  • 5.4.2 Steel
  • 5.4.3 Concrete and Foundations
  • 5.4.4 Masonry
  • 5.4.5 Timber
  • 5.4.6 Base Isolation
  • 5.5 Physical Interaction of Structures and Components
  • 5.5.1 Introduction
  • 5.5.2 General
  • 5.5.3 Structure and Component Interaction
  • 5.5.4 Pipeways
  • 5.6 Geotechnical Considerations
  • 5.6.1 Piled Foundations
  • 5.6.2 Soil Strength Considerations
  • 5.6.3 Geotechnical Site Investigations
  • References
  • Chapter 6: Walkdown Evaluations of Existing Facilities
  • 6.1 Introduction
  • 6.2 Basis for Performing Walkdowns
  • 6.3 General Methodology
  • 6.4 System Considerations
  • 6.4.1 Emergency Systems
  • 6.5 Evaluation of Components
  • 6.5.1 Major Considerations
  • 6.5.2 Other General Considerations
  • 6.5.3 Evaluation of Specific Components
  • 6.6 Limitations
  • References
  • Chapter 7: Design and Evaluation of Tanks at Grade
  • 7.1 Introduction
  • 7.2 Past Earthquake Performance of Flat-Bottomed Tanks
  • 7.3 Walkthrough Inspection
  • 7.4 Analytical Evaluation
  • 7.4.1 Methods for Analysis of Unanchored Tanks
  • 7.4.2 Methods for Analysis of Anchored Tanks
  • 7.4.3 Stability
  • 7.4.4 Freeboard Requirements
  • 7.4.5 Uplift Calculations
  • 7.4.6 Riveted and Bolted Tanks
  • 7.4.7 Fiber-Reinforced Plastic (Fiberglass) Tanks
  • 7.5 Mitigation of Seismic Effects
  • 7.6 Considerations for Future Investigation
  • 7.7 Design of New Tanks
  • References
  • Chapter 8: Earthquake Contingency Planning
  • 8.1 Introduction
  • 8.2 Purpose
  • 8.3 Scope of Response Plan
  • 8.4 Pre-earthquake Preparation
  • 8.5 Incident Recognition
  • 8.6 Command and Control/Mobilization System
  • 8.7 Roles and Responsibilities of Team Personnel
  • 8.8 Inspection Methodology
  • 8.9 Assembling of Inspection Data/Reporting Results.
  • Reference
  • Chapter 9: Post-Earthquake Damage Assessment
  • 9.1 Introduction
  • 9.1.1 Assessment Priorities
  • 9.1.2 Assessment Triggers
  • 9.2 Pre-Investigation Activities
  • 9.3 Performing Field Inspections
  • 9.4 Evaluation of Load-Carrying Systems
  • 9.5 Identification Of Damaged Structures
  • 9.6 Documentation
  • 9.7 Inspection Team
  • 9.8 Recommended Equipment
  • References
  • Chapter 10: Retrofit Design
  • 10.1 Introduction
  • 10.2 Upgrade Situations
  • 10.3 Criteria for Voluntary Seismic Upgrading
  • 10.4 Seismic Retrofit Considerations for Plant Structures and Buildings
  • 10.4.1 Review of Seismic Retrofit Scheme
  • 10.4.2 Seismic Retrofit Objectives
  • 10.4.3 Retrofit Design Requirements and Methods
  • References
  • Chapter 11: New and Existing Marine oil Terminals
  • 11.1 Introduction
  • 11.2 Mot Descriptions
  • 11.3 Historical Performance
  • 11.4 State of Practice
  • 11.5 Overall Approach
  • 11.5.1 OLE Performance Criteria
  • 11.5.2 CLE Performance Criteria
  • 11.5.3 Limit State Criteria
  • 11.5.4 Seismic Analysis
  • 11.6 Existing Marine Oil Terminals
  • References
  • Chapter 12: International Codes
  • 12.1 Introduction
  • 12.2 Code Conformance
  • 12.3 Multiple Code Conformance
  • 12.4 Cautions When Performing Code Comparisons
  • 12.4.1 Don't Be Fooled by the Return Period
  • 12.4.2 Compare Both Capacity and Demand
  • 12.4.3 Know What ``Important'' Means
  • 12.4.4 Be Aware of Why
  • 12.4.5 It's Not Just the Capacity and Demand That Matter
  • 12.4.6 Understand the Overall Philosophy
  • 12.5 Vendor Issues
  • 12.6 Language Issues
  • References
  • Nomenclature
  • Index.

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