| contributor author | Baidar Bakht | |
| contributor author | Leslie G. Jaeger | |
| contributor author | M. S. Cheung | |
| date accessioned | 2017-05-08T20:50:37Z | |
| date available | 2017-05-08T20:50:37Z | |
| date copyright | April 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9445%281983%29109%3A4%28936%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/28974 | |
| description abstract | The paper presents a simplified method for determining transverse shear intensity in the shear keys of multi‐beam bridges due to the AASHTO and Ontario highway bridge design vehicles. The method, which is applicable to right single span bridges, is based upon the orthotropic plate theory; it consists of the calculation of the value of a dimensionless characterizing parameter from the bridge properties, and the reading of the design values of transverse shear intensities from provided charts. | |
| publisher | American Society of Civil Engineers | |
| title | Transverse Shear in Multibeam Bridges | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 4 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1983)109:4(936) | |
| tree | Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 004 | |
| contenttype | Fulltext | |
