(CTA 2013) STRUCTURAL MEASURES FOR IMPROVING PROGRESSIVE COLLAPSE RESISTANCE OF MULTI-STOREY STEEL BUILDINGS UNDER ACCIDENTAL ACTIONS
ABSTRACT Providing resistance to progressive collapse under accidental actions is a measure of the structural robustness and relies primarily on resistance of... Learn More
(CTA 2013) ULTIMATE CAPACITY OF BEAM-TO-COLUMN CONNECTIONS UNDER BENDING AND AXIAL STRESSES
ABSTRACT Capacity of multi-storey steel frame buildings to resist extreme loading may depend on the performance of beam-to-column connections. If catenary action... Learn More
(CTA 2013) INFLUENCE OF JOINT SEMI-RIGIDITY ON THE SEISMIC RESPONSE OF A 3D MOMENT-RESISTING FRAME STRUCTURE
ABSTRACT The paper presents the seismic response of a seven-storey moment-resisting frame in two design situations: (i) continuous, in which the behaviour... Learn More