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Performance of Blast-Damaged Steel Connections in Progressive Collapse.

机译:爆破损伤钢连接在逐步坍塌中的性能。

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摘要

In progressive collapse events initiated by explosive threats, damage to some connections from blast loading of the structure is likely. In this paper, the results from ten tests of blast-damaged and undamaged beam-to- column connections are examined. An evaluation procedure leading to comparisons of performance based on rotational capacity of both blast damaged and undamaged capacity is presented.

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