| contributor author | Ton‐Lo Wang | |
| contributor author | Vijay K. Garg | |
| contributor author | Kuang‐Han Chu | |
| date accessioned | 2017-05-08T20:54:16Z | |
| date available | 2017-05-08T20:54:16Z | |
| date copyright | July 1991 | |
| date issued | 1991 | |
| identifier other | %28asce%290733-9445%281991%29117%3A7%282099%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/31173 | |
| description abstract | A new vehicle model for a conventional freight car is developed to study the interaction between a railway bridge and a moving freight train. A 175‐ft (53.34‐m) long, open‐deck, single‐track, riveted steel through truss railroad bridge is used in this study. The rail irregularities on the approaches and bridge are generated from the power spectral density functions for Federal Railroad Administration (FRA) class 4 and class 6 tracks, respectively. Impact percentages in the critical members of the bridge due to a three, 100‐ton (where | |
| publisher | American Society of Civil Engineers | |
| title | Railway Bridge/Vehicle Interaction Studies with New Vehicle Model | |
| type | Journal Paper | |
| journal volume | 117 | |
| journal issue | 7 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1991)117:7(2099) | |
| tree | Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 007 | |
| contenttype | Fulltext | |