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Barbara G Simpson

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
Shaking table tests of a 3-storey self-centring steel MRF: preliminary analysis and design

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