| contributor author | Z. H. Qian | |
| contributor author | K. H. Tan | |
| contributor author | I. W. Burgess | |
| date accessioned | 2017-05-08T21:00:33Z | |
| date available | 2017-05-08T21:00:33Z | |
| date copyright | May 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%290733-9445%282008%29134%3A5%28713%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/35235 | |
| description abstract | Although beam-to-column joints are a critical part of steel and composite framed structures, very few tests have been conducted under fire conditions. Of the tests conducted, only a limited range of joint types has been studied. The main reason for this is the high cost associated with elevated-temperature tests. This paper presents the results of an experimental investigation of typical steel extended end-plate beam-to-column joints at elevated temperatures. Six beam-to-column joints were tested. These included three tests conducted at 400, 550, and | |
| publisher | American Society of Civil Engineers | |
| title | Behavior of Steel Beam-to-Column Joints at Elevated Temperature: Experimental Investigation | |
| type | Journal Paper | |
| journal volume | 134 | |
| journal issue | 5 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2008)134:5(713) | |
| tree | Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 005 | |
| contenttype | Fulltext | |
