{"id":73012,"date":"2024-10-17T16:27:56","date_gmt":"2024-10-17T16:27:56","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-59-2011\/"},"modified":"2024-10-24T19:08:47","modified_gmt":"2024-10-24T19:08:47","slug":"asce-59-2011","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-59-2011\/","title":{"rendered":"ASCE 59 2011"},"content":{"rendered":"

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCover <\/td>\n<\/tr>\n
6<\/td>\nCONTENTS <\/td>\n<\/tr>\n
14<\/td>\nFOREWORD <\/td>\n<\/tr>\n
16<\/td>\nACKNOWLEDGMENTS <\/td>\n<\/tr>\n
18<\/td>\n1 General
1.1 Scope
1.2 Definitions <\/td>\n<\/tr>\n
20<\/td>\n1.3 Symbols and Notation <\/td>\n<\/tr>\n
21<\/td>\n1.4 Qualifications
1.5 Information Sensitivity
1.6 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
22<\/td>\n2 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 <\/td>\n<\/tr>\n
23<\/td>\n2.4 Risk Acceptance <\/td>\n<\/tr>\n
24<\/td>\n3 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 <\/td>\n<\/tr>\n
25<\/td>\n3.4 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 <\/td>\n<\/tr>\n
30<\/td>\n4 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 <\/td>\n<\/tr>\n
36<\/td>\n4.3 Basic Procedure for Internal Blast
4.3.1 Scope
4.3.2 Procedure
4.4 Other Procedures <\/td>\n<\/tr>\n
38<\/td>\n5 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 <\/td>\n<\/tr>\n
40<\/td>\n6 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 <\/td>\n<\/tr>\n
41<\/td>\n6.2.3 Modeling of Elements <\/td>\n<\/tr>\n
42<\/td>\n6.2.4 Connections and Joints
6.2.5 Application of Loads <\/td>\n<\/tr>\n
43<\/td>\n6.2.6 Mass
6.3 Structural Design
6.3.1 Structural Systems
6.4 Response Characteristics
6.4.1 Close-In Effects <\/td>\n<\/tr>\n
44<\/td>\n6.4.2 Far-Range Effects
6.5 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
46<\/td>\n7 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 <\/td>\n<\/tr>\n
47<\/td>\n7.3.3 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 <\/td>\n<\/tr>\n
48<\/td>\n8 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 <\/td>\n<\/tr>\n
49<\/td>\n8.3.3 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 <\/td>\n<\/tr>\n
50<\/td>\n8.4.2 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 <\/td>\n<\/tr>\n
51<\/td>\n8.7.2 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 <\/td>\n<\/tr>\n
52<\/td>\n9 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 <\/td>\n<\/tr>\n
53<\/td>\n9.2.4 Beams
9.2.5 Beam-Column Joints
9.2.6 Slabs <\/td>\n<\/tr>\n
54<\/td>\n9.2.7 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 <\/td>\n<\/tr>\n
55<\/td>\n9.5.2 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 <\/td>\n<\/tr>\n
56<\/td>\n9.6.3 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 <\/td>\n<\/tr>\n
58<\/td>\n10 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 <\/td>\n<\/tr>\n
59<\/td>\n10.4.2 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 Fa\u00c3\u00a7ade Components
10.6.1 Glazing and Glazing Systems <\/td>\n<\/tr>\n
60<\/td>\n10.6.2 Doors <\/td>\n<\/tr>\n
61<\/td>\n10.7 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 <\/td>\n<\/tr>\n
62<\/td>\nCOMMENTARY <\/td>\n<\/tr>\n
64<\/td>\nC1 General
C1.1 Scope
C1.4 Qualifications <\/td>\n<\/tr>\n
66<\/td>\nC2 Design Considerations
C2.1 Scope
C2.2 Risk Assessment
C2.2.1 Consequence Analysis
C2.2.2 Threat Analysis <\/td>\n<\/tr>\n
67<\/td>\nC2.2.3 Vulnerability Analysis
C2.2.4 Risk Analysis
C2.3 Risk Reduction
C2.3.1 Consequence Reduction
C2.3.2 Threat Reduction <\/td>\n<\/tr>\n
70<\/td>\nC2.4 Risk Acceptance <\/td>\n<\/tr>\n
72<\/td>\nC3 Performance Criteria
C3.2 Design Objectives
C3.2.1 Limit Structural Collapse
C3.2.2 Maintain Building Envelope
C3.2.3 Minimize Flying Debris <\/td>\n<\/tr>\n
73<\/td>\nC3.3 Levels of Protection
C3.3.1 Structural Damage
C3.3.2 Element Damage
C3.4 Response Limits
C3.4.1 Flexural Elements <\/td>\n<\/tr>\n
76<\/td>\nC3.4.2 Compression Elements <\/td>\n<\/tr>\n
77<\/td>\nC3.5 Element Strength
C3.5.1 Strength Increase Factors
C3.5.2 Strength Reduction Factors <\/td>\n<\/tr>\n
78<\/td>\nC3.5.3 Remaining Strength <\/td>\n<\/tr>\n
80<\/td>\nC4 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 <\/td>\n<\/tr>\n
82<\/td>\nC5 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 <\/td>\n<\/tr>\n
86<\/td>\nC5.3.2 Limits on Analytical Procedures <\/td>\n<\/tr>\n
87<\/td>\nC5.3.3 Complex Modeling Methods <\/td>\n<\/tr>\n
88<\/td>\nC6 Structural Systems
C6.1 General Provisions
C6.1.1 Purpose
C6.1.2 Scope and Application <\/td>\n<\/tr>\n
89<\/td>\nC6.2 Structural Modeling and Analysis
C6.2.1 Analytical Methods <\/td>\n<\/tr>\n
91<\/td>\nC6.2.2 Materials
C6.2.3 Modeling of Elements <\/td>\n<\/tr>\n
94<\/td>\nC6.2.4 Connections and Joints <\/td>\n<\/tr>\n
95<\/td>\nC6.2.6 Mass
C6.3 Structural Design
C6.3.1 Structural Systems <\/td>\n<\/tr>\n
96<\/td>\nC6.4 Response Characteristics
C6.4.1 Close-In Effects <\/td>\n<\/tr>\n
97<\/td>\nC6.4.2 Far-Range Effects <\/td>\n<\/tr>\n
98<\/td>\nC7 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 <\/td>\n<\/tr>\n
99<\/td>\nC7.3.4 Location within Building <\/td>\n<\/tr>\n
100<\/td>\nC8 Exterior Envelope
C8.1 Design Intent
C8.2 Design Procedures
C8.2.1 General
C8.2.2 Response Criteria
C8.2.3 Analytical Methods <\/td>\n<\/tr>\n
101<\/td>\nC8.2.4 Balanced Design <\/td>\n<\/tr>\n
102<\/td>\nC8.2.5 Flying Fragments
C8.3 Fenestration
C8.3.1 General
C8.3.2 Blast-Mitigating Window Systems <\/td>\n<\/tr>\n
106<\/td>\nC8.3.3 Curtain Wall Systems
C8.3.4 Skylights
C8.3.5 Operable Windows
C8.3.6 Doors <\/td>\n<\/tr>\n
108<\/td>\nC8.4 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 <\/td>\n<\/tr>\n
109<\/td>\nC8.7.5 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 <\/td>\n<\/tr>\n
112<\/td>\nC9 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 <\/td>\n<\/tr>\n
113<\/td>\nC9.2.3 Columns
C9.2.4 Beams <\/td>\n<\/tr>\n
114<\/td>\nC9.2.5 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 <\/td>\n<\/tr>\n
115<\/td>\nC9.4 Steel\/Concrete Composite
C9.4.1 Scope
C9.4.2 Concrete Slab on Metal Deck
C9.5 Masonry
C9.5.1 Scope <\/td>\n<\/tr>\n
116<\/td>\nC9.5.2 General Design Requirements
C9.5.5
C9.6 Fiber Reinforced Polymer (FRP) Composite Materials
C9.6.1 Scope <\/td>\n<\/tr>\n
117<\/td>\nC9.6.3 General
C9.6.4 FRP-Strengthened, Reinforced Concrete Beams and Slabs <\/td>\n<\/tr>\n
118<\/td>\nC9.6.5 FRP Strengthened Masonry Walls
C9.6.6 FRP Concrete Column Confinement Requirements and Limitations
C9.6.7 FRP Solid Sections <\/td>\n<\/tr>\n
119<\/td>\nC9.7 Other Materials
C9.7.1 Aluminum
C9.7.3 Cold-Formed Steel Framing <\/td>\n<\/tr>\n
120<\/td>\nC10 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 <\/td>\n<\/tr>\n
121<\/td>\nC10.5 Shielding Structures
C10.5.1 Performance Qualification by Full-Scale Testing
C10.5.2 Performance Qualification by Analysis and Design
C10.6 Building Fa\u00c3\u00a7ade 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 <\/td>\n<\/tr>\n
124<\/td>\nINDEX
A
B
C
D
E
F
G
I
L
M
P
R
S <\/td>\n<\/tr>\n
125<\/td>\nT
V
W <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASCE 59 Blast Protection of Buildings<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2011<\/td>\n125<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":73013,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-73012","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/73012","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/73013"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=73012"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=73012"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=73012"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}