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Design of blast-resistant buildings in petrochemical facilities /

Prepared by the Task Committee on Blast-Resistant Design of the Petrochemical Committee of the Energy Division of ASCE. This report provides general guidelines for the structural design of blast-resistant petrochemical facilities, updating the 1997 original edition. Information is provided regarding...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor Corporativo: Society of Civil Engineers. Task Committee on Blast Resistant Design
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Reston, Va. : American Society of Civil Engineers, ©2010.
Edición:2nd ed.
Temas:
Acceso en línea:Texto completo
Texto completo
Tabla de Contenidos:
  • Cover
  • Table of Contents
  • Chapter 1: Introduction
  • 1.1 Background
  • 1.2 Purpose and Scope
  • 1.3 Related Industry Guidelines, Specifications, & Codes
  • 1.4 Blast Resistant Design Process
  • Chapter 2: General Considerations
  • 2.1 Introduction
  • 2.2 OSHA Requirements
  • 2.3 Objectives of Blast Resistant Design
  • 2.4 Buildings Requiring Blast Resistant Design
  • 2.5 Siting Considerations
  • 2.6 Offshore Facilities
  • 2.7 Non-Building Structures, Equipment, & Infrastructure
  • Chapter 3: Determination of Loads
  • 3.1 Introduction
  • 3.2 Types of Explosions3.3 Blast Wave Parameters
  • 3.4 Determination of Vapor Cloud Design Overpressures
  • 3.5 Building Blast Loading
  • 3.6 Computational Fluid Dynamics
  • Appendix 3 Blast Load Example
  • Chapter 4: Types of Construction
  • 4.1 Introduction
  • 4.2 General Considerations
  • 4.3 Common Systems for Petrochemical Buildings
  • 4.4 Blast Resistant Modular Steel-Framed Buildings
  • 4.5 Other Systems
  • Chapter 5: Dynamic Material Strength and Response Criteria
  • 5.1 Introduction
  • 5.2 Static Versus Dynamic Response
  • 5.3 Resistance-Deflection Function5.4 Material and Structural Element Types
  • 5.5 Dynamic Material Properties
  • 5.6 Deformation Limits
  • Appendix 5.A: Summary Tables for Dynamic Material Strength
  • Appendix 5.B: Summary Tables for Response Criteria
  • Chapter 6: Dynamic Analysis Methods
  • 6.1 Introduction
  • 6.2 Key Concepts
  • 6.3 Equivalent Static Method
  • 6.4 Single Degree of Freedom Systems
  • 6.5 Multi-Degree of Freedom Systems
  • 6.6 Applications
  • Appendix 6 Numerical Integration Method
  • Chapter 7: Design Procedures
  • 7.1 Introduction
  • 7.2 General Design Concepts7.3 Member Design Process
  • 7.4 Reinforced Concrete Design
  • 7.5 Steel Design
  • 7.6 Reinforced Masonry Design
  • 7.7 Foundation Design
  • 7.8 Design Against Projectiles
  • Chapter 8: Typical Details
  • 8.1 Introduction
  • 8.2 General Considerations
  • 8.3 Enhanced Pre-Engineered Metal Building Construction
  • 8.4 Masonry Wall Construction
  • 8.5 Metal Clad Construction
  • 8.6 Precast Concrete Wall Construction
  • 8.7 Cast-in-Place Concrete Wall Construction
  • Chapter 9: Ancillary and Architectural Considerations
  • 9.1 Introduction9.2 General Considerations
  • 9.3 Doors
  • 9.4 Windows
  • 9.5 Utility Openings
  • 9.6 Interior Design Considerations
  • 9.7 Exterior Considerations
  • Chapter 10: Evaluation and Upgrade of Existing Buildings
  • 10.1 Introduction
  • 10.2 Evaluation Strategies
  • 10.3 Blast Resistant Upgrade Options
  • 10.4 Upgrades for Structural Member Connections
  • 10.5 Upgrades for Structural Framing Members
  • 10.6 Upgrades for Metal Panel Wall and Roof Systems
  • 10.7 Upgrades for Concrete Masonry (CMU) & Concrete Walls