| contributor author | Masayoshi Nakashima | |
| contributor author | Koichi Takanashi | |
| contributor author | Hiroto Kato | |
| date accessioned | 2017-05-08T20:53:54Z | |
| date available | 2017-05-08T20:53:54Z | |
| date copyright | September 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9445%281990%29116%3A9%282516%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30934 | |
| description abstract | This paper describes an experimental study to examine the behavior of steel beam‐columns subject to sidesway. A total of 42 beam‐columns are tested under a monotonic loading condition, with the axial force, slenderness, and geometrical and material properties as major test variables. The results, including the force‐versus‐deflection curves, maximum strengths, deflections at critical points, and local and lateral torsional buddings, are presented. Effectiveness of strength and ductility provisions stipulated by AISC's LRFD specification is calibrated against the data obtained. It is found that the experimental strength is never below the design strength and greater by 11% on the average, but that the unbraced length permitted for plastic design can ensure very little ductility (not more than 2.0). | |
| publisher | American Society of Civil Engineers | |
| title | Test of Steel Beam‐Columns Subject to Sidesway | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1990)116:9(2516) | |
| tree | Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 009 | |
| contenttype | Fulltext | |
