Abstract: Hand methods of calculating buckling loads of inelastic moment gradient beams are developed. An inelastic parameter, the stiffness modification factor,

Abstract: This paper investigates the elastic flexural‐torsional buckling of I‐beams supported (suspended) symmetrically by cables or chains, as might be encountered in practice in a lifting operation. The governing differential ...

Abstract: A new material model that accounts for fracture of concrete is presented. The model is based on the crack‐band concept, providing a formulation suitable for application in the analysis of reinforced concrete structures. ...

Abstract: The paper presents a theory for a fracture energy based finite element model for reinforced concrete capable of following strain‐softening process both in tension and compression. The element describing concrete behavior ...

Abstract: The paper presents the findings of field studies into impactive loading generated by trains on a prestressed‐concrete‐girder bridge. The studies were conducted on Denison Creek bridge, in Central Queensland, Australia, ...

Abstract: This paper presents the results of laboratory cyclic testing of pretensioned concrete beams with hold‐downs operating in the cracked or partially prestressed condition. It is shown that the fatigue life of inclined strand ...