| contributor author | Paul F. Mlakar | |
| contributor author | Donald O. Dusenberry | |
| contributor author | James R. Harris | |
| contributor author | Gerald Haynes | |
| contributor author | Long T. Phan | |
| contributor author | Mete A. Sozen | |
| date accessioned | 2017-05-08T21:15:08Z | |
| date available | 2017-05-08T21:15:08Z | |
| date copyright | August 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%290887-3828%282005%2919%3A3%28212%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/44389 | |
| description abstract | An overview of fire damage sustained by the Pentagon structural elements in the September 11, 2001, terrorist attack is provided. The fire intensity in some compartments of the affected areas inside the Pentagon was approximated to be between those of the two standard fire exposures ASTM E119 and E1529, based on the observed fire damage and estimated fuel load. Thermal analyses of the structural columns and beams were performed using the standard fire exposures to demonstrate the increased vulnerability of these structural elements once the concrete cover was lost. | |
| publisher | American Society of Civil Engineers | |
| title | Response to Fire Exposure of the Pentagon Structural Elements | |
| type | Journal Paper | |
| journal volume | 19 | |
| journal issue | 3 | |
| journal title | Journal of Performance of Constructed Facilities | |
| identifier doi | 10.1061/(ASCE)0887-3828(2005)19:3(212) | |
| tree | Journal of Performance of Constructed Facilities:;2005:;Volume ( 019 ):;issue: 003 | |
| contenttype | Fulltext | |
