| contributor author | R. Shankar Nair | |
| date accessioned | 2017-05-08T21:15:17Z | |
| date available | 2017-05-08T21:15:17Z | |
| date copyright | November 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%290887-3828%282006%2920%3A4%28309%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/44455 | |
| description abstract | “Disproportionate collapse” is structural collapse disproportionate to the cause; it is often, though not always, progressive, where “progressive collapse” is the collapse of all or a large part of a structure precipitated by damage or failure of a relatively small part of it. There have been many attempts to develop design guidelines and criteria that would reduce or eliminate the susceptibility of buildings to this form of failure. In recent years, the particular focus has been on the prevention of progressive collapse due to deliberate attack. The present study suggests, however, that these guidelines and criteria may be of limited value. Arguably the most important deficiency in the state of the art of design to prevent disproportionate or progressive collapse is uncertainty about the design event: We have the technology now to design for almost anything, but most recent building failures due to explosions and terrorist attacks have involved insults to the building not anticipated in design guidelines and criteria. | |
| publisher | American Society of Civil Engineers | |
| title | Preventing Disproportionate Collapse | |
| type | Journal Paper | |
| journal volume | 20 | |
| journal issue | 4 | |
| journal title | Journal of Performance of Constructed Facilities | |
| identifier doi | 10.1061/(ASCE)0887-3828(2006)20:4(309) | |
| tree | Journal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;issue: 004 | |
| contenttype | Fulltext | |