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 constant.
| Original language | English |
|---|---|
| Title of host publication | Unknown Host Publication Title |
| Editors | P. Lascaux |
| Publisher | Pluralis |
| Pages | 363-371 |
| Number of pages | 9 |
| ISBN (Print) | 2862160067 |
| Publication status | Published - 1983 |
All Science Journal Classification (ASJC) codes
- General Engineering