Abstract: A performance-mode (PM)-based evaluation procedure is proposed to determine the probability of unsatisfactory performance (UP) for two-dimensional (2-D) and three-dimensional (3-D) systems involving pile-supported dams. ...

Abstract: The results from a nonlinear finite-element analysis (NLFEA) of a reinforced concrete (RC) slab bridge are presented and discussed. The analytical results are compared with those obtained in 1993 by Huria, Lee and Aktan ...