Abstract: Three aspects of accurate evaluation of structural integrity of truss bridges are presented: indirect damage identification, strength evaluation based on inelastic large deformation shakedown analysis, and residual fatigue ...

Abstract: Secant formulation for the elastic‐plastic limit analysis of planar frames with rigid and semirigid connections is presented. A series of one‐, two‐, three‐, and 14‐story braced frames are considered. The results of limit ...

Abstract: Mixed formulation of the

Abstract: Iterative one‐step, iterative step‐by‐step, and noniterative step‐by‐step approaches for calculating prestress losses due to shrinkage, creep, and steel relaxation for partially prestressed, continuous concrete/steel ...