ASCE 59 2011

$74.75

ASCE 59 Blast Protection of Buildings

Published By	Publication Date	Number of Pages
ASCE	2011	125

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Description

PDF Catalog

PDF Pages	PDF Title
1	Cover
6	CONTENTS
14	FOREWORD
16	ACKNOWLEDGMENTS
18	1 General 1.1 Scope 1.2 Definitions
20	1.3 Symbols and Notation
21	1.4 Qualifications 1.5 Information Sensitivity 1.6 Consensus Standards and Other Referenced Documents
22	2 Design Considerations 2.1 Scope 2.2 Risk Assessment 2.2.1 Consequence Analysis 2.2.2 Threat Analysis 2.2.3 Vulnerability Analysis 2.2.4 Risk Analysis 2.3 Risk Reduction 2.3.1 Consequence Reduction 2.3.2 Threat Reduction
23	2.4 Risk Acceptance
24	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 Element Damage 3.3.3 Glazing Behavior 3.3.4 Door Behavior
25	3.4 Response Limits 3.4.1 Flexural Elements 3.4.2 Compression Elements 3.5 Element Strength 3.5.1 Strength Increase Factors 3.5.2 Strength Reduction Factors 3.5.3 Remaining Strength 3.6 Consensus Standards and Other Referenced Documents
30	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
36	4.3 Basic Procedure for Internal Blast 4.3.1 Scope 4.3.2 Procedure 4.4 Other Procedures
38	5 Fragmentation 5.1 General 5.1.1 Scope 5.2 Design Requirements 5.3 Analytical Procedures 5.3.1 Acceptable Analytical Methods 5.3.2 Limits on Analytical Procedures 5.3.3 Complex Modeling Methods
40	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 6.2.2 Materials
41	6.2.3 Modeling of Elements
42	6.2.4 Connections and Joints 6.2.5 Application of Loads
43	6.2.6 Mass 6.3 Structural Design 6.3.1 Structural Systems 6.4 Response Characteristics 6.4.1 Close-In Effects
44	6.4.2 Far-Range Effects 6.5 Consensus Standards and Other Referenced Documents
46	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 7.3 Safe Havens 7.3.1 Design Considerations 7.3.2 Applicable Loads and Performance
47	7.3.3 Resistance to Progressive Collapse 7.3.4 Location within Building 7.3.5 Accessibility to Egress 7.3.6 Fire Rating 7.4 Consensus Standards and Other Referenced Documents
48	8 Exterior Envelope 8.1 Design Intent 8.1.1 General 8.1.2 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
49	8.3.3 Curtain Wall Systems 8.3.4 Skylights 8.3.5 Operable Windows 8.3.6 Doors 8.4 Non-Load-Bearing Exterior Walls 8.4.1 General
50	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 8.4.5 Steel Wall Systems 8.4.6 Other Wall Systems 8.5 Roof Systems 8.5.1 General 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
51	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 8.9 Consensus Standards and Other Referenced Documents
52	9 Materials Detailing 9.1 General 9.1.1 Scope 9.1.2 Structural Interaction 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 9.2.3 Columns
53	9.2.4 Beams 9.2.5 Beam-Column Joints 9.2.6 Slabs
54	9.2.7 Walls 9.2.8 Tension Ties 9.3 Structural Steel 9.3.1 Scope 9.3.2 General Structural Steel Requirements 9.4 Steel/Concrete Composite 9.4.1 Scope 9.4.2 Concrete Slab on Metal Deck 9.5 Masonry 9.5.1 Scope
55	9.5.2 General Design Requirements 9.5.3 General Material Requirements 9.5.4 General Detailing Requirements 9.5.5 Walls 9.6 Fiber Reinforced Polymer (FRP) Composite Materials 9.6.1 Scope 9.6.2 Strength Increase Factors
56	9.6.3 General 9.6.4 FRP Strengthened Reinforced Concrete Beams and Slabs 9.6.5 FRP Strengthened Masonry Walls 9.6.6 FRP Concrete Column Confinement Requirements and Limitations 9.6.7 FRP Solid Sections 9.7 Other Materials 9.7.1 Aluminum 9.7.2 Wood 9.7.3 Cold-Formed Steel Framing 9.8 Consensus Standards and Other Referenced Documents
58	10 Performance Qualification 10.1 Scope 10.2 Peer Review 10.3 Site Perimeter Components 10.3.1 Performance Qualification by Full-Scale Testing 10.3.2 Performance Qualification by Analysis and Design 10.4 Building Structural Components 10.4.1 Performance Qualification by Full-Scale Testing
59	10.4.2 Performance Qualification by Analysis and Design 10.5 Shielding Structures 10.5.1 Performance Qualification by Full-Scale Testing 10.5.2 Performance Qualification by Analysis and Design 10.6 Building FaÃ§ade Components 10.6.1 Glazing and Glazing Systems
60	10.6.2 Doors
61	10.7 Building Nonstructural Components 10.7.1 Performance Qualification by Full-Scale Testing 10.7.2 Performance Qualification by Analysis and Design 10.8 Consensus Standards and Other Referenced Documents
62	COMMENTARY
64	C1 General C1.1 Scope C1.4 Qualifications
66	C2 Design Considerations C2.1 Scope C2.2 Risk Assessment C2.2.1 Consequence Analysis C2.2.2 Threat Analysis
67	C2.2.3 Vulnerability Analysis C2.2.4 Risk Analysis C2.3 Risk Reduction C2.3.1 Consequence Reduction C2.3.2 Threat Reduction
70	C2.4 Risk Acceptance
72	C3 Performance Criteria C3.2 Design Objectives C3.2.1 Limit Structural Collapse C3.2.2 Maintain Building Envelope C3.2.3 Minimize Flying Debris
73	C3.3 Levels of Protection C3.3.1 Structural Damage C3.3.2 Element Damage C3.4 Response Limits C3.4.1 Flexural Elements
76	C3.4.2 Compression Elements
77	C3.5 Element Strength C3.5.1 Strength Increase Factors C3.5.2 Strength Reduction Factors
78	C3.5.3 Remaining Strength
80	C4 Blast Loads C4.1 General C4.2 Basic Procedure for External Blast C4.2.1 Scope C4.2.2 Directly Loaded Surfaces C4.2.3 Indirectly Loaded Surfaces C4.3 Basic Procedure for Internal Blast C4.4 Other Procedures
82	C5 Fragmentation C5.1 General C5.1.1 Scope C5.2 Design Requirements C5.2.1 Design Requirements C5.3 Analytical Procedures C5.3.1 Acceptable Analytical Methods
86	C5.3.2 Limits on Analytical Procedures
87	C5.3.3 Complex Modeling Methods
88	C6 Structural Systems C6.1 General Provisions C6.1.1 Purpose C6.1.2 Scope and Application
89	C6.2 Structural Modeling and Analysis C6.2.1 Analytical Methods
91	C6.2.2 Materials C6.2.3 Modeling of Elements
94	C6.2.4 Connections and Joints
95	C6.2.6 Mass C6.3 Structural Design C6.3.1 Structural Systems
96	C6.4 Response Characteristics C6.4.1 Close-In Effects
97	C6.4.2 Far-Range Effects
98	C7 Protection of Spaces C7.2 Walls and Slabs Isolating Internal Threats C7.2.3 Design Provisions for Walls and Slabs Isolating Internal Threats C7.2.4 Stairwell Enclosures C7.3 Safe Havens C7.3.1 Design Considerations C7.3.2 Applicable Loads and Performance
99	C7.3.4 Location within Building
100	C8 Exterior Envelope C8.1 Design Intent C8.2 Design Procedures C8.2.1 General C8.2.2 Response Criteria C8.2.3 Analytical Methods
101	C8.2.4 Balanced Design
102	C8.2.5 Flying Fragments C8.3 Fenestration C8.3.1 General C8.3.2 Blast-Mitigating Window Systems
106	C8.3.3 Curtain Wall Systems C8.3.4 Skylights C8.3.5 Operable Windows C8.3.6 Doors
108	C8.4 Non-Load-Bearing Exterior Walls C8.4.1 General C8.4.2 Cast-in Place, Precast, and Tilt-Up Concrete Walls C8.4.3 Pretensioned and Posttensioned Concrete Wall Panels C8.4.4 Masonry Walls C8.4.5 Steel Wall Systems C8.5 Roof Systems C8.7 Hazard-Mitigating Retrofits C8.7.2 Security Window Films
109	C8.7.5 Secondary Window Systems C8.7.8 Fiber-Reinforced Polymers C8.8 Amplification and Reduction of Blast Loads C8.8.1 Building Shape and Site C8.8.2 Venting
112	C9 Materials Detailing C9.1.1 Scope C9.1.2 Structural Interaction C9.1.3 Materials C9.1.7 Use of Reference Documents C9.1.8 Special Inspection C9.2 Concrete C9.2.1 Scope C9.2.2 General Reinforced Concrete Detailing Requirements
113	C9.2.3 Columns C9.2.4 Beams
114	C9.2.5 Beam-Column Joints C9.2.6 Slabs C9.2.7 Walls C9.2.8 Tension Ties C9.3 Structural Steel C9.3.1 Scope C9.3.2 General Structural Steel Requirements
115	C9.4 Steel/Concrete Composite C9.4.1 Scope C9.4.2 Concrete Slab on Metal Deck C9.5 Masonry C9.5.1 Scope
116	C9.5.2 General Design Requirements C9.5.5 C9.6 Fiber Reinforced Polymer (FRP) Composite Materials C9.6.1 Scope
117	C9.6.3 General C9.6.4 FRP-Strengthened, Reinforced Concrete Beams and Slabs
118	C9.6.5 FRP Strengthened Masonry Walls C9.6.6 FRP Concrete Column Confinement Requirements and Limitations C9.6.7 FRP Solid Sections
119	C9.7 Other Materials C9.7.1 Aluminum C9.7.3 Cold-Formed Steel Framing
120	C10 Performance Qualification C10.1 Scope C10.2 Peer Review C10.3 Site Perimeter Components C10.3.1 Performance Qualification by Full-Scale Testing C10.3.2 Performance Qualification by Analysis and Design C10.4 Building Structural Components C10.4.1 Performance Qualification by Full-Scale Testing
121	C10.5 Shielding Structures C10.5.1 Performance Qualification by Full-Scale Testing C10.5.2 Performance Qualification by Analysis and Design C10.6 Building FaÃ§ade Components C10.6.1 Glazing and Glazing Systems C10.6.2 Doors C10.7 Building Nonstructural Components C10.7.1 Performance Qualification by Full-Scale Testing. C10.7.2 Performance Qualification by Analysis and Design
124	INDEX A B C D E F G I L M P R S
125	T V W