Experimental investigation on seismic behaviour of slab-column connections

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Prequalified beam-to-column connections in steel moment resisting frames usually concentrate inelastic deformations in the steel beam ends. As such, nonlinear geo-metric instabilities (i.e., local buckling) may occur in these regions at modest lateral drif ...

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The current practice in capacity-designed steel moment resisting frames (MRFs) worldwide allows for limitedshear yielding in the column web panel zone. As such, inelastic deformations concentrate near the beam ends, thereby leading to flexural stre ...

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Experimental investigation on seismic behaviour of slab-column connections

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Design of New Low-Carbon Floor Systems by Reusing Cut Cast-in-Place Concrete Pieces

Geometric tolerances of welded connections with inelastic panel zones

Seismic Testing of Adjacent Interacting Masonry Structures

Lessons learned from a prediction and postdiction of a shake table test on an unreinforced masonry aggregate

Surrogate modelling for seismic collapse risk assessment of steel moment resisting frames

Exploring the potential of the critical shear crack theory for reinforced and post-tensioned glass beams: Initial analysis and experiments

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

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Hysteretic behaviour of welded connections with highly inelastic panel zones

A fully-coupled highly-parallelized geomechanical simulator for assessing induced seismicity

Single-Well Pore Pressure Preconditioning for Enhanced Geothermal System Stimulation

Three-dimensional fluid-driven frictional ruptures: theory and applications