| contributor author | Shamim A. Sheikh | |
| contributor author | Ching‐Chung Yeh | |
| date accessioned | 2017-05-08T20:53:32Z | |
| date available | 2017-05-08T20:53:32Z | |
| date copyright | October 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9445%281990%29116%3A10%282780%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30718 | |
| description abstract | Fifteen 12‐in. (305 mm) square and 9‐ft (2.74 m) long reinforced concrete columns were tested under flexure to large inelastic deformations while simultaneously subjected to constant axial load. The main purpose of this research was to investigate the behavior of column sections confined by rectilinear ties. Major variables considered in this program included: (1) Distribution of longitudinal and lateral steel, including unsupported longitudinal bars and supplementary cross‐ties with 90° hooks; (2) level of axial load ( | |
| publisher | American Society of Civil Engineers | |
| title | Tied Concrete Columns under Axial Load and Flexure | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 10 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1990)116:10(2780) | |
| tree | Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 010 | |
| contenttype | Fulltext | |
