Nonlinear Dynamic Analysis of Embedded Structures
Abstract:
A computer program, TARA-3, developed for conducting nonlinear hysteretic dynamic response analysis is presented. The program can operate in either a total or effective stress mode. It may be used to analyse the seismic response of earth structures and soil-structures interaction systems such as nuclear containment structures. Validation studies of TARA-3 using data from seismic tests on centrifuged models are described. These studies confirm the capability of TARA-3 to predict accelerations, porewater pressures, and displacements in complex soil-structures systems during seismic loading with acceptable accuracy and reliability for engineering design. Keywords Earth quake engineering Nonlinear dynamic analysis Hysteretic stress strain model Seismic centrifuge tests Seismic porewater pressures Seismic settlements Accelerations Displacements.