Seismic Performance and Analysis

Study validates full-length tie-rod retrofitting for reducing out-of-plane seismic vulnerability in unreinforced masonry walls, providing design tools with ~7% accuracy.

Experimental study comparing confined and unconfined brick masonry pillars under axial loading, demonstrating wire mesh confinement prevents brittle failure and increases load capacity.

Advanced single-strut modeling framework for masonry-infilled RC frames with lightweight infills. Validates material-specific nonlinear hinges for seismic performance assessment with 10% accuracy.

Experimental and numerical investigation of RC frames infilled with clay masonry versus autoclaved aerated concrete under cyclic loading, with macromodeling validation.

Historical development and recent advances in thrust line method for masonry arches, incorporating compressive strength in limit analysis formulations.

Comparative finite element study investigating dynamic and seismic behaviour of a three-span historical masonry arch bridge using solid and shell element models.

Study of masonry building damage from Turkish earthquakes reveals critical failure patterns including out-of-plane wall collapse, poor connections, and material deficiencies. Findings support.