| contributor author | Harry W. Shenton III | |
| date accessioned | 2017-05-08T21:03:28Z | |
| date available | 2017-05-08T21:03:28Z | |
| date copyright | May 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%290733-947x%281997%29123%3A3%28202%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/37010 | |
| description abstract | The analysis of a crosstie railroad track in the lateral plane has traditionally been based on the theory of a beam on an elastic foundation, in which the bending rigidity of the track structure is assumed to be twice the rigidity of a single rail, and the ballast resistance is represented by a linear Winkler foundation with modulus | |
| publisher | American Society of Civil Engineers | |
| title | Analysis of Crosstie Track in Lateral Plane Using New Track Equations | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 3 | |
| journal title | Journal of Transportation Engineering, Part A: Systems | |
| identifier doi | 10.1061/(ASCE)0733-947X(1997)123:3(202) | |
| tree | Journal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 003 | |
| contenttype | Fulltext | |
