| contributor author | A. N. Dancygier | |
| contributor author | R. Eid | |
| date accessioned | 2017-05-08T20:58:21Z | |
| date available | 2017-05-08T20:58:21Z | |
| date copyright | May 2002 | |
| date issued | 2002 | |
| identifier other | %28asce%290733-9445%282002%29128%3A5%28578%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33822 | |
| description abstract | The moment capacity and failure modes of four types of beams with high reinforcement ratios are reported. The tests were planned and conducted in order to examine a quantitative measure that had been proposed to evaluate an upper limit to the compression reinforcement ratio | |
| publisher | American Society of Civil Engineers | |
| title | Empirical Investigation of Flexural Reinforced Concrete Elements with High Compression Reinforcement Ratios | |
| type | Journal Paper | |
| journal volume | 128 | |
| journal issue | 5 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2002)128:5(578) | |
| tree | Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 005 | |
| contenttype | Fulltext | |
