| contributor author | Philip L.‐F. Liu | |
| contributor author | Alexander H.‐D. Cheng | |
| date accessioned | 2017-05-08T20:38:41Z | |
| date available | 2017-05-08T20:38:41Z | |
| date copyright | January 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9429%281984%29110%3A1%2851%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/22182 | |
| description abstract | The boundary integral equation method is formulated to calculate hydrodynamic pressures in a reservoir Impounded by a dam and subject to horizontal ground vibrations. The dam is assumed to be either a rigid body or a thin elastic structure. The radiation condition for infinite reservoir is treated using a hybrid method. Good agreement between present numerical results and analytical solutions is observed for the cases where water depth is a constant. Numerical results are also obtained for nonuniform water depth cases. | |
| publisher | American Society of Civil Engineers | |
| title | Boundary Solutions for Fluid‐Structure Interaction | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 1 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1984)110:1(51) | |
| tree | Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 001 | |
| contenttype | Fulltext | |
