Development of Dissipative Steel Column-Base Connections for Steel Moment-Resisting Frames under Seismic Loading

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Development of Dissipative Steel Column-Base Connections for Steel Moment-Resisting Frames under Seismic Loading

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Frictional weakening leads to unconventional singularities during dynamic rupture propagation

Short-term behavior of glass fiber-polymer composite bending-active elastica beam under service load application

Full-Scale Experiments of Cyclically Loaded Welded Moment Connections with Highly Dissipative Panel Zones and Simplified Weld Details

Full Scale Experiments of a Composite Steel Moment Resisting Frame: Behavioral Insights and Implications on Seismic Design

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Dissipative Embedded Column Bases for Enhanced Seismic Performance of Steel Moment Resisting Frames

Hysteretic behaviour of welded connections with highly inelastic panel zones