| contributor author | A. J. Valsangkar | |
| contributor author | R. B. Pradhanang | |
| date accessioned | 2017-05-08T22:18:20Z | |
| date available | 2017-05-08T22:18:20Z | |
| date copyright | August 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9399%281987%29113%3A8%281244%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/76931 | |
| description abstract | Solutions for the natural response of partially supported piles assuming soil to be a Winkler model are presented for the two cases when both ends are either simply supported or free. The effect of axial load is considered in the analysis and numerical results are presented for a range of parameters applicable to marine and harbor structures. It was found that if the magnitude of the axial force is less than the Euler buckling load, the effect on the natural response is not appreciable. | |
| publisher | American Society of Civil Engineers | |
| title | Free Vibration of Partially Supported Piles | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 8 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1987)113:8(1244) | |
| tree | Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 008 | |
| contenttype | Fulltext | |
