| contributor author | H. Saito | |
| contributor author | T. Terasawa | |
| date accessioned | 2017-05-08T23:07:48Z | |
| date available | 2017-05-08T23:07:48Z | |
| date copyright | December, 1980 | |
| date issued | 1980 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-26159#879_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/92770 | |
| description abstract | The response of an infinite beam supported by a Pasternak-type foundation and subjected to a moving load is investigated. It is assumed that the load is uniformly distributed over the finite length on a beam and moves with constant velocity. The equations of motion based on the two-dimensional elastic theory are applied to a beam. Steady-state solutions are determined by applying the exponential Fourier transform with respect to the coordinate system attached to the moving load. The results are compared with those obtained from the Timoshenko and the Bernoulli-Euler beam theories, and the differences between the displacement and stress curves obtained from the three theories are clarified. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Steady-State Vibrations of a Beam on a Pasternak Foundation for Moving Loads | |
| type | Journal Paper | |
| journal volume | 47 | |
| journal issue | 4 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.3153807 | |
| journal fristpage | 879 | |
| journal lastpage | 883 | |
| identifier eissn | 1528-9036 | |
| keywords | Pavement live loads | |
| keywords | Vibration | |
| keywords | Steady state | |
| keywords | Stress | |
| keywords | Equations of motion | |
| keywords | Displacement AND Fourier transforms | |
| tree | Journal of Applied Mechanics:;1980:;volume( 047 ):;issue: 004 | |
| contenttype | Fulltext | |
