AISC Design Guide 26 – Design of Blast Resistant Structures, Contents:
CHAPTER 1 INTRODUCTION
1.1 HISTORY OF INCIDENTS
1.1.1 Blast Incidents
1.1.2 Progressive Collapse Incidents
1.2 CHARACTERISTICS OF BLAST EFFECTS
1.3 BLAST EFFECTS VERSUS SEISMIC EFFECTS
CHAPTER 2 BLAST LOADS
2.1 EXPLOSION PARAMETERS
2.2 EXPLOSIVE THREAT SCENARIOS
2.3 BLAST PHENOMENA
2.3.1 Key Parameters
2.4 BLAST LOAD PREDICTION
2.4.1 Empirical Relationships
2.4.2 External Loads
2.4.3 Internal Loads
2.4.4 Analytical Methods
2.5 LOADS ON STRUCTURES
2.5.1 Equivalent Load Shapes
2.5.2 Drag Loads
2.5.3 Nonreflected Surface Loads
2.5.4 Shielding and Reflection
2.5.5 Net Lateral Loads
2.5.6 Negative Phase
2.5.7 Interior Loads Due to Leakage
2.6 RESOURCES
2.7 DESIGN EXAMPLE
Example 2.1—Preliminary Evaluation of Blast Resistance of a One-Story Building
CHAPTER 3 DESIGN CRITERIA FOR BUILDINGS
3.1 THREAT ASSESSMENT METHODS
3.1.1 DOJ Report
3.1.2 GSA Security Criteria
3.1.3 ISC Security Design Criteria
3.1.4 Unified Facilities Criteria
3.1.5 Department of State Criteria
3.1.6 Additional Criteria
3.2 GOOD PRACTICE
3.2.1 Exterior Considerations
3.2.2 Interior Considerations
CHAPTER 4 STRUCTURAL RESPONSE TO BLAST LOADS
4.1 REPRESENTATION OF BLAST LOADING
4.2 SINGLE DEGREE OF FREEDOM SYSTEMS
4.3 BLAST RESPONSE OF ELASTIC SINGLE DEGREE OF FREEDOM SYSTEMS
4.3.1 Time-History Analysis
4.3.2 Graphical Solution
Example 4.1—Determination of the Peak Dynamic Force and Displacement
4.3.3 Energy Solution
4.4 ANALYSIS OF NONLINEAR SINGLE DEGREE OF FREEDOM RESPONSE
4.4.1 Time-History Methods
4.4.2 Graphical Solutions
Example 4.2—Determination of Ductility Demand
4.4.3 Energy Methods
4.5 MULTIPLE DEGREE OF FREEDOM STRUCTURES
4.6 SOFTWARE
CHAPTER 5 BLAST RESISTANT DESIGN OF STRUCTURAL SYSTEMS
5.1 ENERGY METHOD
5.2 SIMPLIFICATIONS BASED ON DYNAMIC PARAMETERS
5.3 DESIGN EXAMPLES
Example 5.1—Blast Resistance of a One-Story Building
Example 5.2—Blast Resistance of a Three-Story Building
CHAPTER 6 BLAST RESISTANT ANALYSIS AND DESIGN OF STRUCTURAL MEMBERS
6.1 MATERIAL PROPERTIES OF STEEL FOR BLAST DESIGN
6.1.1 Strength Increase Factor (SIF)
6.1.2 Dynamic Increase Factor (DIF)
6.1.3 Dynamic Design Stress
6.2 DESIGN CRITERIA FOR BLAST DESIGN
6.2.1 Load Combinations
6.2.2 Ultimate Strength
6.2.3 Deformation Criteria
6.3 FAILURE MODES
6.3.1 Breaching
6.3.2 Tension
6.3.3 Compression
6.3.4 Shear
6.3.5 Flexure
6.3.6 Combined Forces
6.4 DESIGN EXAMPLES
Example 6.1—Design of Structural Elements Subject to Indirect Blast Loading
Example 6.2—Design of Structural Elements Subject to Direct Blast Loading: Façade Girt and Column
Example 6.3—Design of Structural Elements Subject to Direct Blast Loading: Composite Roof Beam
CHAPTER 7 DESIGN OF CONNECTIONS FOR BLAST RESISTANT STRUCTURES
7.1 GENERAL CONSIDERATIONS
7.2 DESIGN RESPONSIBILITY
7.3 CONNECTION DUCTILITY
7.4 CONNECTION STRENGTH
7.4.1 Required Strength
7.4.2 Available Strength
7.5 BOLTED CONNECTIONS
7.5.1 Shear Connections
7.5.2 Tension Connections
7.6 WELDED CONNECTIONS
7.6.1 Filler Metals
7.6.2 Quality Assurance
7.6.3 Tension Applications
7.6.4 Flexural Applications
7.7 BRACING AND MOMENT-RESISTING CONNECTIONS
CHAPTER 8 RESISTANCE TO PROGRESSIVE COLLAPSE
8.1 OVERVIEW
8.1.1 Progressive Collapse Definition
8.1.2 Brief Explanation of the Design/Analysis Problem
8.1.3 Basic Concepts
8.2 ANALYSIS AND DESIGN CODES AND GUIDELINES
8.2.1 Introduction
8.2.2 U.S. General Services Administration Guidelines
8.2.3 Department of Defense Criteria
8.2.4 British Standards
8.2.5 Eurocode
8.3 ANALYTICAL APPROACHES TO PROGRESSIVE COLLAPSE
8.3.1 Analysis Concepts
8.3.2 Nonlinear Static Pushover Analysis: Energy Balance Approach
8.3.3 Nonlinear Dynamic Analysis: Time-History Approach
8.4 RECOMMENDATIONS
8.4.1 Prescriptive Recommendations
8.4.2 General Design Recommendations
8.4.3 Analytical Design Recommendations
8.5 DESIGN EXAMPLE
Example 8.1—Analysis of Structural System with Removal of an Interior Column
8.6 EXAMPLE SUMMARY
AISC Design Guide 26 – Design of Blast Resistant Structures
Password: F3t5j4#58
Đánh giá
Chưa có đánh giá nào.