STOCKDALE, GABRIEL LEE
STOCKDALE, GABRIEL LEE
DIPARTIMENTO DI ARCHITETTURA, INGEGNERIA DELLE COSTRUZIONI E AMBIENTE COSTRUITO
Fe model predicting the increase in seismic resistance induced by the progressive FRP strengthening on already damaged masonry arches subjected to settlement
2017-01-01 Stockdale, GABRIEL LEE; Milani, G.
FE model predicting the load carrying capacity of progressive FRP strengthening of masonry arches subjected to settlement damage
2017-01-01 Stockdale, Gabriel; Milani, Gabriele
Finite Hinge Stiffness and its Effect on the Capacity of a Dry-Stack Masonry Arch Subjected to Hinge Control
2019-01-01 Stockdale, Gabriel; Sarhosis, Vasilis; Milani, Gabriele
Increase in seismic resistance for a dry joint masonry arch subjected to hinge control
2018-01-01 Stockdale, GABRIEL LEE; Sarhosis, V.; Milani, G.
Increase in Seismic Resistance for a Full-Scale Dry Stack Masonry Arch Subjected to Hinge Control
2019-01-01 Stockdale, Gabriel; Milani, Gabriele; Sarhosis, Vasilis
Interactive limit analysis of drawn masonry arches subjected to horizontal accelerations
2018-01-01 Stockdale, G.; Milani, G.
Interactive MatlAB-CAD limit analysis of horizontally loaded masonry arches
2018-01-01 Stockdale, Gabriel L.; Milani, Gabriele
Irrecoverable Collapse Time for a Fixed-Hinge Dry-Stack Arch Under Constant Horizontal Acceleration
2019-01-01 Stockdale, Gabriel; Milani, Gabriele; Sarhosis, Vasilis
Non-linear dynamic behaviour of a masonry arch subjected to hinge control
2019-01-01 Stockdale, G.; Sarhosis, V.; Milani, G.
Simplified measurement technique for rigid-body deformations of two masonry blocks
2018-01-01 Stockdale, G; Sarhosis, V; Milani, G