| contributor author | Colin Gurley | |
| date accessioned | 2017-05-08T21:23:00Z | |
| date available | 2017-05-08T21:23:00Z | |
| date copyright | May 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%291084-0680%282008%2913%3A2%2893%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/49289 | |
| description abstract | This paper follows a companion paper “Progressive Collapse and Earthquake Resistance” (Gurley 2008) dealing with structural design against progressive collapse caused by accidental explosion, terrorist attack, or earthquake. The present paper focuses on those findings/recommendations/implications of the NIST 2005 | |
| publisher | American Society of Civil Engineers | |
| title | Structural Design for Fire in Tall Buildings | |
| type | Journal Paper | |
| journal volume | 13 | |
| journal issue | 2 | |
| journal title | Practice Periodical on Structural Design and Construction | |
| identifier doi | 10.1061/(ASCE)1084-0680(2008)13:2(93) | |
| tree | Practice Periodical on Structural Design and Construction:;2008:;Volume ( 013 ):;issue: 002 | |
| contenttype | Fulltext | |
