| contributor author | Shirish P. Patil | |
| date accessioned | 2017-05-08T22:20:26Z | |
| date available | 2017-05-08T22:20:26Z | |
| date copyright | November 1988 | |
| date issued | 1988 | |
| identifier other | %28asce%290733-9399%281988%29114%3A4%28688%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/78153 | |
| description abstract | The resonant frequency of the railroad track is first determined by Timoshenko by modeling the track as a beam on a massless Winkler Foundation. The mass of the foundation and the vibrating load is not included in the formulation. Timoshenko provides a simple expression for the resonant frequency | |
| publisher | American Society of Civil Engineers | |
| title | Response of Infinite Railroad Track to Vibrating Mass | |
| type | Journal Paper | |
| journal volume | 114 | |
| journal issue | 4 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1988)114:4(688) | |
| tree | Journal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 004 | |
| contenttype | Fulltext | |
