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Design and Analysis of Buildings under Blast Loading
- Introduction
- Blast-Induced Progressive Collapse Incidents around the World
- Alfred P. Murrah Federal Building Collapse
- Argentine Israeli Mutual Association Bombing (Whole Building Collapse), Buenos Aires, Argentina
- Brighton Hotel Bombing, UK (Partial Collapse)
- Basics of Blast Loading
- Explosion and Blast Load
- Blast Wave Scaling Laws and Simplified Blast Load Profile
- Material Behaviours at High Strain Rates
- Response Regimes of Structural Elements
- Design of Buildings under Blast Loading
- Explosion Scenarios
- Iso-Damage Diagrams (Pressure–Impulse Diagrams)
- Human Response to Blast Loading and Survival Curves
- Structural Design to Prevent Collapse of Buildings under Blast Loading
- Acceptance Criteria
- Design of Blast-Resistant Steel or Concrete Elements
- Summary of Procedures for Designing Blast-Resistant Steel or Concrete Members
- Beam–Column Connections
- Design Principle for Blast Loading and Measures to Prevent Disproportionate Collapse
- Modelling Examples of Two-Storey Building under Blast Load Using Abaqus®
- Modelling Examples of Progressive Collapse Analysis of Alfred P. Murrah Federal Building under Blast Load Using Abaqus®
- References
Abstract
Among the different incidents that result in progressive collapse, an explosion is one of the major reasons. An explosion can cause damage to the building’s structural frames, which may cause partial or full collapse of the structure. The partial collapse of the Alfred P. Murrah Federal Building in Oklahoma City due to the car bomb attack in 1995 (ODCEM, 1995) is a famous example of a blast-triggered building collapse.
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