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Numerical simulation of a long span bridge response to blast loading
Edmond Tang
Research output
:
Thesis
›
Master's Thesis
1182
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Dive into the research topics of 'Numerical simulation of a long span bridge response to blast loading'. Together they form a unique fingerprint.
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Engineering
Blast Loading
100%
Blast Loads
100%
Carbon Fibre Reinforced Polymer
83%
Bridge Structure
50%
Tower
50%
Close Proximity
33%
Dynamic Response
33%
Bridge Decks
33%
Load Effect
33%
Structural Response
33%
Severe Damage
16%
Loading Condition
16%
Numerical Study
16%
Impact Dynamics
16%
Structural Damage
16%
Critical Location
16%
Reinforced Concrete Structure
16%
Case Scenario
16%
Induced Damage
16%
Reinforced Concrete Slab
16%
Reinforced Concrete Beam
16%
Main Component
16%
Global Response
16%
Beam-Column
16%
Cable Stayed Bridges
16%
Main Span
16%
Structural Engineer
16%
Bearing Element
16%
Resin Layer
16%
Composite Steel
16%
Explosive Charge
16%
Concrete Structure
16%
Debonding
16%
Numerical Modeling
16%
Fiber-Reinforced Concrete
16%
Numerical Model
16%
Department of Defense
16%
Protective Measure
16%
Structural Member
16%