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Barbara Simpson

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
Design and Analysis of Large-Scale Tests of a Self-centring Seismic-Resilient Steel MRF
Finite Element Analysis of Self-Centring Beam-to-Column Subassemblies in Seismic-Resilient Steel MRF: Preliminary Evaluation of the Frame Expansion Effects
3 A Mass Timber Rocking Wall Splice Connection using Glued-in Rods: Design, Implementation, and Shake-Table Testing in a Six-Story Building
Estimating first and higher-mode effects for the design of rocking mass timber walls with controlled overturning moments

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