| contributor author | M. S. Cheung | |
| contributor author | Wenchang Li | |
| date accessioned | 2017-05-08T20:53:19Z | |
| date available | 2017-05-08T20:53:19Z | |
| date copyright | May 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-9445%281989%29115%3A5%281076%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30573 | |
| description abstract | The eigenfunctions of a continuous beam are derived by numerical method. The top flange plate strip, the vertical variable depth web strip and the bottom flange shell strip are formulated by combining these functions in the longitudinal direction with appropriate finite element shape functions in the transverse direction in order to analyze continuous, haunched box‐girder bridges. The numerical examples given in this paper demonstrate the advantages of this method which are simplicity, accuracy and convenience. | |
| publisher | American Society of Civil Engineers | |
| title | Analysis of Continuous, Haunched Box‐Girder Bridges by Finite Strips | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 5 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1989)115:5(1076) | |
| tree | Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 005 | |
| contenttype | Fulltext | |