| contributor author | D. W. White | |
| contributor author | M. J. Clarke | |
| date accessioned | 2017-05-08T20:56:33Z | |
| date available | 2017-05-08T20:56:33Z | |
| date copyright | December 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%290733-9445%281997%29123%3A12%281556%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32625 | |
| description abstract | This paper and its companion present a detailed comparison of the approaches for design of beam-columns in steel frameworks specified in the present American, Canadian, European, and Australian limit states design standards. The papers also describe and evaluate a simple modification to the current AISC LRFD Specification approach that avoids the need to calculate column effective length factors. This paper discusses the various philosophies and procedures for beam-column design and summarizes the key similarities and differences among the current approaches. To ease the comparison of the approaches, the equations for checking of beam-column strengths are expressed using a unified notation. | |
| publisher | American Society of Civil Engineers | |
| title | Design of Beam-Columns in Steel Frames. I: Philosophies and Procedures | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 12 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1997)123:12(1556) | |
| tree | Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 012 | |
| contenttype | Fulltext | |
