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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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Main Authors: | , |
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Format: | Default Article |
Published: |
2021
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Subjects: | |
Online Access: | https://hdl.handle.net/2134/14161232.v1 |
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