| contributor author | Halil Sezen | |
| contributor author | Jack P. Moehle | |
| date accessioned | 2017-05-08T20:58:53Z | |
| date available | 2017-05-08T20:58:53Z | |
| date copyright | November 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%290733-9445%282004%29130%3A11%281692%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34185 | |
| description abstract | Parameters affecting the shear strength of reinforced concrete columns having a rectangular cross section and light transverse reinforcement are investigated using data from numerous column tests. A new model is proposed to predict the column shear strength based on theoretical formulations and experimental evidence. The proposed shear strength equation includes contributions from the concrete and transverse reinforcement. Primary parameters in the shear strength model are the column cross-sectional dimensions, concrete compressive strength, column aspect ratio, axial load, and displacement ductility demand. The proposed model is compared with other shear strength models using the available column test data and is shown to result in improved accuracy. A conservative shear strength model for use in design and assessment is proposed based on statistical evaluation of computed and actual shear strengths. | |
| publisher | American Society of Civil Engineers | |
| title | Shear Strength Model for Lightly Reinforced Concrete Columns | |
| type | Journal Paper | |
| journal volume | 130 | |
| journal issue | 11 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2004)130:11(1692) | |
| tree | Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 011 | |
| contenttype | Fulltext | |
