| contributor author | V. Badalamenti | |
| contributor author | G. Campione | |
| contributor author | M. L. Mangiavillano | |
| date accessioned | 2017-05-08T21:43:12Z | |
| date available | 2017-05-08T21:43:12Z | |
| date copyright | February 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29em%2E1943-7889%2E0000078.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/60518 | |
| description abstract | This paper presents an analytical model to determine the compressive response of concrete members, having a square transverse cross section and reinforced with steel angles at the corners and steel strips connecting the steel angles. The model evaluates the effects of transverse strips and steel angles on confinement pressures, including strength and buckling phenomena. Compressive response was evaluated in cases of directly and indirectly loaded elements. The data produced correlate well with available experimental data. | |
| publisher | American Society of Civil Engineers | |
| title | Simplified Model for Compressive Behavior of Concrete Columns Strengthened by Steel Angles and Strips | |
| type | Journal Paper | |
| journal volume | 136 | |
| journal issue | 2 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)EM.1943-7889.0000069 | |
| tree | Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 002 | |
| contenttype | Fulltext | |
