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Structural response of simple partially-clad steel frames to long-duration blast loading

Typically defined as having a positive phase duration in excess of 100ms, long duration blast events generate significant impulse and dynamic pressures fundamentally exerting damaging drag loads on steel frames. Large scale blast waves have the capability to completely engulf entire buildings result...

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Bibliographic Details
Main Authors: Laura Cannon, Simon Clubley
Format: Default Article
Published: 2021
Subjects:
Online Access:https://hdl.handle.net/2134/14161232.v1
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