| contributor author | Zhiyuan Liu | |
| contributor author | Subhash C. Goel | |
| date accessioned | 2017-05-08T20:53:00Z | |
| date available | 2017-05-08T20:53:00Z | |
| date copyright | July 1988 | |
| date issued | 1988 | |
| identifier other | %28asce%290733-9445%281988%29114%3A7%281488%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30367 | |
| description abstract | Cyclic load behavior of concrete‐filled rectangular steel tubular bracing members is investigated. Nine full‐scale specimens made from A500 Grade B cold‐formed steel tubes were tested under quasi‐static cyclic loading. The main prameters of the study are: 1) Presence of concrete; 2) strength of concrete; 3) effective slenderness ratio; and 4) width‐thickness ratio. General cyclic behavior and modes of failure of the specimens are presented. Based on the observations of the behavior of test specimens, two procedures are given to compute the first buckling load for such bracing members. | |
| publisher | American Society of Civil Engineers | |
| title | Cyclic Load Behavior of Concrete‐Filled Tubular Braces | |
| type | Journal Paper | |
| journal volume | 114 | |
| journal issue | 7 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1988)114:7(1488) | |
| tree | Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 007 | |
| contenttype | Fulltext | |