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Blast Protection of Buildings.
Standard ASCE/SEI 59-22 provides minimum requirements for planning, design, construction, and assessment of new and existing buildings subject to the effects of accidental or malicious explosions.
| Yazar: | |
|---|---|
| Materyal Türü: | e-Kitap |
| Dil: | İngilizce |
| Baskı/Yayın Bilgisi: |
Reston :
American Society of Civil Engineers,
2023.
|
| Edisyon: | 1st ed. |
| Seri Bilgileri: | Standards Series
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| Konular: | |
| Online Erişim: | Full-text access OPAC'ta görüntüle |
İçindekiler:
- Cover
- Title page
- Copyright
- ASCE STANDARDS
- CONTENTS
- PREFACE
- ACKNOWLEDGMENTS
- Chapter 1: GENERAL
- 1.1 SCOPE
- 1.2 DEFINITIONS
- 1.3 SYMBOLS AND NOTATION
- 1.4 QUALIFICATIONS
- 1.5 INFORMATION SENSITIVITY
- 1.6 CONSENSUS STANDARDS AND OTHER REFERENCED DOCUMENTS
- Chapter 2: DESIGN CONSIDERATIONS
- 2.1 SCOPE
- 2.2 RISK ASSESSMENT
- 2.2.1 Consequence Analysis
- 2.2.2 Threat Analysis
- 2.2.2.1 Accidental Threats
- 2.2.2.2 Malicious Threats
- 2.2.3 Vulnerability Analysis
- 2.2.4 Risk Analysis
- 2.3 RISK REDUCTION
- 2.3.1 Consequence Reduction
- 2.3.1.1 Nonstructural Components and Systems
- 2.3.2 Threat Reduction
- 2.3.2.1 Accidental Threats
- 2.3.2.2 Malicious Threats
- 2.3.2.2.1 Standoff
- 2.3.2.2.2 Vehicle Barriers
- 2.3.2.2.3 Landforms
- 2.4 RISK ACCEPTANCE
- Chapter 3: PERFORMANCE CRITERIA
- 3.1 SCOPE
- 3.2 DESIGN OBJECTIVES
- 3.2.1 Limit Structural Collapse
- 3.2.2 Maintain Building Envelope
- 3.2.3 Minimize Flying Debris
- 3.3 LEVELS OF PROTECTION
- 3.3.1 Structural Damage
- 3.3.2 Component Damage
- 3.3.3 Glazing Behavior
- 3.3.4 Door Behavior
- 3.4 RESPONSE LIMITS
- 3.4.1 Flexural Members
- 3.4.2 Compression Members
- 3.5 MEMBER OR ELEMENT STRENGTH
- 3.5.1 Strength Increase Factors
- 3.5.2 Strength Reduction Factors
- 3.5.3 Remaining Strength
- Chapter 4: BLAST LOADS
- 4.1 GENERAL
- 4.1.1 Scope
- 4.1.2 Permitted Procedures
- 4.2 BASIC PROCEDURE FOR EXTERNAL BLAST
- 4.2.1 Scope
- 4.2.2 Directly Loaded Surfaces
- 4.2.3 Indirectly Loaded Surfaces
- 4.3 BASIC PROCEDURE FOR INTERNAL BLAST
- 4.3.1 Scope
- 4.3.2 Procedure
- 4.4 OTHER PROCEDURES
- Chapter 5: FRAGMENTATION
- 5.1 GENERAL
- 5.1.1 Scope
- 5.2 DESIGN REQUIREMENTS
- 5.2.1 Fragmentation Impact Effects
- 5.2.2 Secondary Fragment Sources
- 5.3 ANALYTICAL PROCEDURES
- 5.3.1 Acceptable Analytical Methods.
- 5.3.1.1 General
- 5.3.1.2 Structural Member Global Response
- 5.3.1.3 Cementitious Material Spalling/Scabbing
- 5.3.2 Limits on Analytical Procedures
- 5.3.3 Complex Modeling Methods
- Chapter 6: STRUCTURAL SYSTEMS
- 6.1 GENERAL PROVISIONS
- 6.1.1 Purpose
- 6.1.2 Scope and Application
- 6.2 STRUCTURAL MODELING AND ANALYSIS
- 6.2.1 Analytical Methods
- 6.2.1.1 Pressure-Impulse Charts
- 6.2.1.2 Single Member Response Analysis
- 6.2.1.3 Structural System MDOF Response Analysis
- 6.2.1.4 Explicit Linear or Nonlinear Finite Element Analysis
- 6.2.2 Materials
- 6.2.2.1 Material Strength Increase
- 6.2.3 Modeling of Members
- 6.2.3.1 Flexure
- 6.2.3.1.1 Flexure in Structural Steel Members
- 6.2.3.1.2 Flexure in Concrete Members
- 6.2.3.1.3 Flexure in Masonry Members
- 6.2.3.2 Shear, Axial, and Reaction Forces in Bending Members
- 6.2.3.2.1 Shear in Structural Steel Members
- 6.2.3.2.2 Shear in Reinforced Concrete Members
- 6.2.3.2.3 Shear in Masonry Members
- 6.2.3.3 Axial Load Effects
- 6.2.3.3.1 Compression Members
- 6.2.3.3.2 Tensile Members
- 6.2.3.4 Instability
- 6.2.3.4.1 Member and System Stability
- 6.2.3.4.2 Local and Lateral-Torsional Buckling
- 6.2.3.4.3 Instability Initiated by Damage
- 6.2.3.4.4 Progressive Collapse
- 6.2.3.5 Foundation Members
- 6.2.3.6 Roof Systems
- 6.2.4 Connections and Joints
- 6.2.5 Application of Loads
- 6.2.5.1 Empirical Data, Ray Tracing, and Computational Fluid Dynamics
- 6.2.5.2 Spatial Distribution
- 6.2.5.3 Temporal Distribution
- 6.2.5.4 Negative Phase
- 6.2.5.5 Member-to-Member Load Transfer
- 6.2.5.6 Tributary Loads
- 6.2.5.7 Load Combinations
- 6.2.5.8 Clearing Effects
- 6.2.6 Mass
- 6.3 STRUCTURAL DESIGN
- 6.3.1 Structural Systems
- 6.3.1.1 Steel Moment Frame Systems
- 6.3.1.2 Steel Braced Frame Systems
- 6.3.1.3 Concrete Moment Frame Systems.
- 6.3.1.4 Concrete Frame with Concrete Shear Wall Systems
- 6.3.1.5 Precast Tilt-Up with Concrete Shear Wall Systems
- 6.3.1.6 Reinforced Masonry Bearing/Shear Walls
- 6.4 RESPONSE CHARACTERISTICS
- 6.4.1 Close-In Effects
- 6.4.2 Far-Range Effects
- Chapter 7: PROTECTION OF SPACES
- 7.1 GENERAL PROVISIONS
- 7.2 WALLS AND SLABS ISOLATING INTERNAL THREATS
- 7.2.1 Scope
- 7.2.2 Threat Locations for Buildings with Controlled Access
- 7.2.3 Design Provisions for Walls and Slabs Isolating Internal Threats
- 7.2.4 Stairwell Enclosures
- 7.2.5 Hardened Plenums
- 7.2.5.1 Design Provisions for Hardened Plenums
- 7.3 SAFE HAVENS
- 7.3.1 Design Considerations
- 7.3.2 Applicable Loads and Performance
- 7.3.3 Resistance to Progressive Collapse
- 7.3.4 Location within Building
- 7.3.5 Accessibility to Egress
- 7.3.6 Fire Rating
- Chapter 8: EXTERIOR ENVELOPE
- 8.1 DESIGN INTENT
- 8.1.1 General
- 8.1.2 Exterior Structural Components
- 8.2 DESIGN PROCEDURES
- 8.2.1 General
- 8.2.2 Response Criteria
- 8.2.3 Analytical Methods
- 8.2.4 Balanced Design
- 8.2.5 Flying Fragments
- 8.3 FENESTRATION
- 8.3.1 General
- 8.3.2 Blast-Mitigating Window Systems
- 8.3.2.1 Glazing
- 8.3.2.2 Frame and Mullion Design
- 8.3.2.3 Connections and Anchorage
- 8.3.2.4 Rebound Loads
- 8.3.3 Curtain Wall Systems
- 8.3.4 Skylights
- 8.3.5 Operable Windows
- 8.3.6 Doors
- 8.3.6.1 Non-Blast-Resistant Doors
- 8.3.6.2 Public-Access Glass Doors
- 8.3.6.3 Oversized and Rollup Flexible Metal Doors
- 8.3.6.4 Other Doors
- 8.4 NON-LOAD-BEARING EXTERIOR WALLS
- 8.4.1 General
- 8.4.1.1
- 8.4.1.2
- 8.4.1.3
- 8.4.1.4
- 8.4.2 Cast-in-Place, Precast, and Tilt-Up Concrete Walls
- 8.4.3 Pretensioned and Posttensioned Concrete Wall Panels
- 8.4.4 Masonry Walls
- 8.4.4.1
- 8.4.4.2
- 8.4.4.3
- 8.4.5 Steel Wall Systems
- 8.4.6 Other Wall Systems.
- 8.5 ROOF SYSTEMS
- 8.5.1 General
- 8.5.1.1 Resistance Based Approach
- 8.5.1.2 Design Requirements
- 8.5.1.3 Membrane Action
- 8.5.2 Flat Slabs
- 8.5.3 Metal Deck
- 8.5.4 Composite Construction
- 8.5.5 Steel Joists and Joist Girders
- 8.5.6 Other Roof Systems
- 8.6 OTHER EXTERIOR ENVELOPE ELEMENTS
- 8.7 HAZARD-MITIGATING RETROFITS
- 8.7.1 General
- 8.7.2 Security Window Films
- 8.7.3 Blast Curtains
- 8.7.4 Catch Bar Systems
- 8.7.5 Secondary Window System
- 8.7.6 Window Replacement
- 8.7.7 Geotextile Fabrics
- 8.7.8 Fiber-Reinforced Polymers
- 8.7.9 Secondary Wall System
- 8.7.10 Other Retrofits
- 8.8 AMPLIFICATION AND REDUCTION OF BLAST LOADS
- 8.8.1 Building Shape and Site
- 8.8.2 Venting
- Chapter 9: MATERIALS DETAILING
- 9.1 GENERAL
- 9.1.1 Scope
- 9.1.2 Structural Interaction
- 9.1.2.1 Primary and Secondary Members
- 9.1.2.2 Predominance of Global Structural Performance
- 9.1.3 Materials
- 9.1.4 Detailing
- 9.1.5 Controlling Loads
- 9.1.6 Achieving Design Intent
- 9.1.7 Use of Reference Documents
- 9.1.8 Special Inspection
- 9.2 CONCRETE
- 9.2.1 Scope
- 9.2.2 General Reinforced Concrete Detailing Requirements
- 9.2.2.1
- 9.2.2.2
- 9.2.2.3
- 9.2.2.4
- 9.2.2.5
- 9.2.2.6
- 9.2.3 Columns
- 9.2.3.1
- 9.2.3.2
- 9.2.3.3
- 9.2.3.4
- 9.2.3.5
- 9.2.4 Beams
- 9.2.4.1
- 9.2.4.2
- 9.2.4.3
- 9.2.4.4
- 9.2.4.5
- 9.2.4.6
- 9.2.5 Beam-Column Joints
- 9.2.5.1
- 9.2.5.2
- 9.2.5.3
- 9.2.5.4
- 9.2.6 Slabs
- 9.2.6.1
- 9.2.6.2
- 9.2.6.3
- 9.2.6.4
- 9.2.6.5
- 9.2.7 Walls
- 9.2.7.1
- 9.2.7.2
- 9.3 STRUCTURAL STEEL
- 9.3.1 Scope
- 9.3.2 General Structural Steel Requirements
- 9.3.2.1 Structural Steel Materials
- 9.3.2.1.1
- 9.3.2.1.2
- 9.3.2.1.3
- 9.3.2.1.4
- 9.3.2.2 Member Slenderness Limits
- 9.3.2.2.1
- 9.3.2.2.2
- 9.3.2.2.3
- 9.3.2.2.4
- 9.3.2.2.5
- 9.3.3 Connections.
- 9.3.3.1 General
- 9.3.3.1.1
- 9.3.3.1.2
- 9.3.3.2 Welded Connections
- 9.3.3.2.1
- 9.3.3.2.2
- 9.3.3.2.3
- 9.3.3.3 Bolted Connections
- 9.3.3.3.1
- 9.3.3.3.2
- 9.3.4 Open Web Steel Joists
- 9.3.4.1
- 9.3.4.2
- 9.3.4.3
- 9.3.4.4
- 9.3.4.5
- 9.4 STEEL/CONCRETE COMPOSITE
- 9.4.1 Scope
- 9.4.2 Concrete Slab on Metal Deck
- 9.4.2.1
- 9.4.2.2
- 9.4.2.3
- 9.4.2.4
- 9.4.2.5
- 9.4.2.6
- 9.4.2.7
- 9.4.2.8
- 9.4.2.9
- 9.4.2.10
- 9.4.2.11
- 9.4.3 Composite Columns
- 9.4.3.1
- 9.4.3.2
- 9.4.3.3
- 9.4.3.4
- 9.4.3.5
- 9.4.3.7
- 9.4.4 Steel-plate Composite Walls
- 9.4.4.1
- 9.4.4.2
- 9.4.4.3
- 9.4.4.4
- 9.4.4.5
- 9.4.4.6
- 9.4.4.7
- 9.4.4.8
- 9.4.4.9
- 9.4.4.10
- 9.5 MASONRY
- 9.5.1 Scope
- 9.5.2 General Design Requirements
- 9.5.2.1
- 9.5.2.2
- 9.5.3 General Material Requirements
- 9.5.3.1
- 9.5.3.2
- 9.5.3.3
- 9.5.3.4
- 9.5.3.5
- 9.5.4 General Detailing Requirements
- 9.5.4.1
- 9.5.4.2
- 9.5.4.3
- 9.5.4.4
- 9.5.4.5
- 9.5.4.6
- 9.5.4.7
- 9.5.5 Walls
- 9.5.5.1 Vertical Reinforcement
- 9.5.5.1.1
- 9.5.5.1.2
- 9.5.5.1.3
- 9.5.5.1.4
- 9.5.5.1.5
- 9.5.5.2 Horizontal Reinforcement
- 9.5.5.2.1
- 9.5.5.2.2
- 9.5.5.2.3
- 9.5.5.3 Bond Beams
- 9.5.5.3.1
- 9.5.5.4 Control Joints
- 9.5.5.4.1
- 9.5.5.4.2
- 9.5.5.4.3
- 9.6 FIBER REINFORCED POLYMER COMPOSITE
- 9.6.1 Scope
- 9.6.2 General
- 9.6.2.1
- 9.6.2.2
- 9.6.2.3
- 9.6.3 Material Properties
- 9.6.3.1
- 9.6.3.2
- 9.6.3.3
- 9.6.3.4
- 9.6.4 Strengthening of Structural Members
- 9.6.4.1
- 9.6.4.2
- 9.6.4.3
- 9.6.4.4
- 9.6.5 Confinement of Structural Members
- 9.6.5.1
- 9.6.5.2
- 9.6.5.3
- 9.7 OTHER MATERIALS
- 9.7.1 Aluminum
- 9.7.2 Wood
- 9.7.3 Cold-Formed Steel
- 9.7.3.1 Scope
- 9.7.3.2 General
- 9.7.3.3 Members
- 9.7.3.3.1
- 9.7.3.3.2
- 9.7.3.3.3
- 9.7.3.4 Connections
- Chapter 10: PERFORMANCE QUALIFICATION.
- 10.1 SCOPE.