László Gergely Vigh

TL;DR: In this article, a light-framed steel shear wall seismic force resisting system is evaluated using a series of non-linear static and dynamic analyses using numerical models that are calibrated to experimental test data.

TL;DR: In this article, a new cold-formed steel corrugated shear wall seismic force resisting system has been recently developed by Tipping Mar and Associates of Berkeley, California, where the cyclic strut element is modeled by cyclic wavelet element to reduce calculation demands.

TL;DR: In this article, a Eurocode conforming design procedure for BRBF is proposed and the seismic design parameters and capacity design rules by enhancing Eurocode 8 specifications on steel Concentrically Braced Frames.

TL;DR: In this article, the experimental fatigue assessment of a recently developed aluminium bridge deck system utilizing Friction Stir Welded (FSW) elements is discussed, where the critical region of the butt weld detail is defined and the mechanical properties are determined by tensile test.

TL;DR: In this article, the reliability of a tapered steel frame protected by intumescent coating is calculated by using First Order Reliability Method; the computed failure probabilities are verified by Monte Carlo Simulation.