EAGD-84
|
Category | Dynamics (soil-structure interaction) |
Publisher | NISEE - University of California, Berkeley |
Platform | DOS, CDC mainframe, IBM mainframe |
Status | Public domain |
Description | EAGD-84 (Earthquake Analysis of Concrete Gravity Dams). Evaluates the response of concrete gravity dams to earthquakes, including the effects of dam-water-foundation rock interaction and of materials, such as alluvium and sediments, at the bottom of reservoirs. The dam monolith is idealised as an assemblage of planar, four-node nonconforming finite elements. Energy dissipation in the dam concrete is represented by constant hysteretic damping. The water impounded in the reservoir is idealised as a fluid domain of constant depth and infinite length in the upstream direction. The absorptiveness of the reservoir bottom materials is characterised by a wave reflection coefficient. If the effects of dam-foundation rock interaction are to be included, the dynamic stiffness matrix for the region of the foundation rock appears in the equations of motion for the dam. This frequency-dependent stiffness matrix is defined with respect to the degrees-of-freedom of the nodal points at the dam base. The dam-foundation rock system may be assumed to be either in a state of generalised plane stress or plane strain. Outputs from the program include hydrostatic loads; nodal point displacements and element stresses due to static loads; natural vibration frequencies and mode shapes of the dam (if the foundation rock is assumed to be rigid) or of an associated dam-foundation-rock system (if dam-foundation-rock interaction effects are included); the largest major principal stress and the smallest minor principal stress in each finite element and the times at which they occur. |
Cost | Free on WWW |
Data formats supported | None stated |
Supplier in United States of America | NISEE - University of California, Berkeley |
Geotechnical & Geoenvironmental Software Directory © Bedrock 2024