Abstract: An analysis is described that models the behavior of planar prestressed concrete cable‐stayed bridges up to failure taking into account geometric and material nonlinearities. The geometric nonlinearities arise from cable ...

Abstract: A computer method is presented for the analysis of cable‐stayed prestressed concrete bridges for time‐dependent effects of creep and shrinkage of concrete and relaxation of prestressing steel. Nonlinear behavior due to ...

Abstract: A new method of construction for multispan cable‐stayed bridges is described. This method is one of several options developed for construction of the 13‐km‐long fixed link across the Northumberland Strait connecting Prince ...