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Andre R Barbosa

Advancing Seismic Resilience of Self-Centering Steel MRFs: From Component Testing to Large-Scale Shake Table Testing
Evaluation of the Frame Expansion Effect in Self-Centering Beam-to-Column Subassemblies
Large-Scale Shaking Table Tests of a Self-Centering Seismic-Resilient Steel Moment-Resisting Frame: Preliminary Results
Mass timber wall splice connection using glued-in rods: Design methodology, implementation, and shake-table testing in a six-story building
Self-Centering Steel Structures for Earthquake Resilience: Insights from Component to Large-Scale Shake-Table Testing
Experimental and numerical simulation of a three-story mass timber building with a pivoting wall and buckling-restrained boundary elements
Glued-in rod splice connection for mass timber shear walls in a six-story shake-table test structure
Resilient Seismic Design of Tall Mass Timber Buildings: Comparison of Two Full-Scale Tri-Axial Shake Table Tests
Response of mass ply panel, self-centering rocking walls with buckling-restrained boundary elements as energy dissipators in shake table testing
Shake Table Testing Program for Mass Timber and Hybrid Resilient Structures Datasets for the NHERI Converging Design Project
3 A Mass Timber Rocking Wall Splice Connection using Glued-in Rods: Design, Implementation, and Shake-Table Testing in a Six-Story Building
Shaking table tests of a 3-storey self-centring steel MRF: preliminary analysis and design

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