Abstract: AbstractHybrid fire testing enables the evaluation of structural elements under realistic fire-induced boundary conditions by coupling physical specimens subjected to fire with numerical models. Although previous hybrid ...

Abstract: A multiplatform simulation of a highway overcrossing bridge is introduced where the embankments, abutments, and pile groups are modeled in a powerful finite-element (FE) package with nonlinear soil material model while the ...

Abstract: In this paper, the live load factor in the Strength I Limit State in the AASHTO LRFD Bridge Design Specifications is calibrated based on state-specific traffic environments and bridge configurations. As the initial development ...

Abstract: AbstractSteel eccentrically braced frames (EBFs) have been used widely in steel construction since they were first proposed in the 1970s. In addition to conventional yielding links, replaceable  shear links with ...

Abstract: Steel castings have been increasingly used in building construction to enhance the seismic resistance of structures. Such castings are designed as yielding fuses that dissipate energy through large inelastic deformations, ...

Abstract: In this study, a novel method is proposed which allows for testing facilities to run hybrid simulations when the number of actuators is less than the number of the available controlled degrees of freedom. The method is ...

Abstract: Considering the socioeconomic prominence of long-span cable-stayed bridges, it is important to ensure their normal operation after strong earthquake events. To this end, their seismic performance must be based on a proper ...

Abstract: Cast steel energy dissipative components are increasingly being incorporated in structural systems in recent years. Cast steel yielding connectors (YC) demonstrate a stable symmetric hysteretic response with increased ...