| contributor author | D. R. Schelling | |
| contributor author | N. H. Galdos | |
| contributor author | M. A. Sahin | |
| date accessioned | 2017-05-08T20:54:28Z | |
| date available | 2017-05-08T20:54:28Z | |
| date copyright | November 1992 | |
| date issued | 1992 | |
| identifier other | %28asce%290733-9445%281992%29118%3A11%283203%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/31300 | |
| description abstract | This paper presents the dynamic impact factors for horizontally curved steel box‐girder bridges. The dynamic impact is presented as a function of the span length and the first fundamental frequency. The results are discussed and compared with the impact provisions as applied in the previous AASHTO specifications and the | |
| publisher | American Society of Civil Engineers | |
| title | Evaluation of Impact Factors for Horizontally Curved Steel Box Bridges | |
| type | Journal Paper | |
| journal volume | 118 | |
| journal issue | 11 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1992)118:11(3203) | |
| tree | Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 011 | |
| contenttype | Fulltext | |
