| contributor author | Michael F. Petrou | |
| contributor author | Philip C. Perdikaris | |
| contributor author | Mingzhu Duan | |
| date accessioned | 2017-05-08T21:24:36Z | |
| date available | 2017-05-08T21:24:36Z | |
| date copyright | November 1996 | |
| date issued | 1996 | |
| identifier other | %28asce%291084-0702%281996%291%3A4%28143%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50356 | |
| description abstract | Tests were conducted under a concentrated monotonically increasing static wheel load on 1/6.6-scale physical models of three different types of noncomposite deck structure: (1) the entire deck supported on four steel girders; (2) an isolated deck slab region with a width equal to 1/3 of the bridge span; and (3) a 102-mm-wide transverse “beam” deck strip, both simply supported on two opposite edges on adjacent girders. Three reinforcing arrangements for the noncomposite concrete deck are studied: (1) orthotropic steel reinforcement (AASHTO); (2) isotropic steel reinforcement ( | |
| publisher | American Society of Civil Engineers | |
| title | Static Behavior of Noncomposite Concrete Bridge Decks under Concentrated Loads | |
| type | Journal Paper | |
| journal volume | 1 | |
| journal issue | 4 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(1996)1:4(143) | |
| tree | Journal of Bridge Engineering:;1996:;Volume ( 001 ):;issue: 004 | |
| contenttype | Fulltext | |
