| contributor author | Stephen P. Schneider | |
| date accessioned | 2017-05-08T20:56:55Z | |
| date available | 2017-05-08T20:56:55Z | |
| date copyright | October 1998 | |
| date issued | 1998 | |
| identifier other | %28asce%290733-9445%281998%29124%3A10%281125%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32855 | |
| description abstract | This paper presents an experimental and analytical study on the behavior of short, concrete-filled steel tube columns concentrically loaded in compression to failure. Fourteen specimens were tested to investigate the effect of the steel tube shape and wall thickness on the ultimate strength of the composite column. Confinement of the concrete core provided by the tube shape was also addressed. Depth-to-tube wall thickness ratios between 17 < | |
| publisher | American Society of Civil Engineers | |
| title | Axially Loaded Concrete-Filled Steel Tubes | |
| type | Journal Paper | |
| journal volume | 124 | |
| journal issue | 10 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1998)124:10(1125) | |
| tree | Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 010 | |
| contenttype | Fulltext | |
