Pressure-impulse diagram of a beam developing non-linear membrane action under blast loading
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文摘

An analytical model to predict the response of a frame beam subjected to blast loading is proposed.

The lateral restraint may significantly reduce the required ductility at the beam level.

The M–N interaction developing in the yielded zone increases the required ductility at the beam level.

The asymptotic solutions provide a good level of accuracy, with a maximum error of 6%.

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