Search

John W Van De Lindt

Mass timber wall splice connection using glued-in rods: Design methodology, implementation, and shake-table testing in a six-story building
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

Published with Hugo Blox Builder — the free, open source website builder that empowers creators.