| contributor author | John B. Kennedy | |
| date accessioned | 2017-05-08T20:50:34Z | |
| date available | 2017-05-08T20:50:34Z | |
| date copyright | March 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9445%281983%29109%3A3%28811%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/28944 | |
| description abstract | An experimental study is presented on the structural response of reinforced concrete skew bridges of: (a) orthogonally, (b) nonorthogonally shaped waffle slab constructions, and (c) solid slab construction. The response is examined under elastic and ultimate load conditions. The results show that the orthogonally-shaped waffle slab skew bridge has a better load distribution characteristic, a superior ultimate load-carrying capacity, and less severe stress concentration at the obtuse corners, than the other two types of constructions. | |
| publisher | American Society of Civil Engineers | |
| title | Orientation of Ribs in Waffle‐Slab Skew Bridges | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 3 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1983)109:3(811) | |
| tree | Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 003 | |
| contenttype | Fulltext | |
