Progressive Collapse of Structures
نویسنده
چکیده
Local failure of one structural element may result in the failure of another structural element. Failure might thus progress throughout a major part or even all of the structure. After reviewing a couple of failure events, it is outlined why current probabilitybased design codes are inadequate to prevent progressive collapse. It is discussed how these shortcomings might be overcome both within and outside a probabilistic framework. A pragmatic approach is suggested in which design according to current practice is complemented by additional design measures with particular regard to collapse resistance.
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Numerical Study of Progressive Collapse in Framed Structures: A New Approach for Dynamic Column Removal (TECHNICAL NOTE)
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