Gabriel Stockdale
Researcher in Structural Mechanics with publications on masonry design and analysis
Research Interests
About
Publications
Interactive software for mapping concentrated displacements in masonry arches
SoftwareX / Jul 01, 2022
Yuan, Y., Stockdale, G., & Milani, G. (2022). Interactive software for mapping concentrated displacements in masonry arches. SoftwareX, 19, 101154. https://doi.org/10.1016/j.softx.2022.101154
The behavior mapping of masonry arches subjected to lumped deformations
Construction and Building Materials / Feb 01, 2022
Stockdale, G., Yuan, Y., & Milani, G. (2022). The behavior mapping of masonry arches subjected to lumped deformations. Construction and Building Materials, 319, 126069. https://doi.org/10.1016/j.conbuildmat.2021.126069
A Comprehensive Analysis Structure for the Design of Masonry Arches
The Open Civil Engineering Journal / Dec 16, 2021
Stockdale, G., & Milani, G. (2021). A Comprehensive Analysis Structure for the Design of Masonry Arches. The Open Civil Engineering Journal, 15(1), 381–397. https://doi.org/10.2174/1874149502115010381
Dynamic modelling structure of hinge-controlled masonry arches and 2D accelerations
International Journal of Masonry Research and Innovation / Jan 01, 2021
Stockdale, G., Milani, G., & Sarhosis, V. (2021). Dynamic modelling structure of hinge-controlled masonry arches and 2D accelerations. International Journal of Masonry Research and Innovation, 6(3), 255. https://doi.org/10.1504/ijmri.2021.116191
Masonry framing and capacity characterisation
International Journal of Masonry Research and Innovation / Jan 01, 2021
Stockdale, G. L. (2021). Masonry framing and capacity characterisation. International Journal of Masonry Research and Innovation, 1(1), 1. https://doi.org/10.1504/ijmri.2021.10042913
Work-Path Approach Seismic Modelling of Hinge-Controlled Masonry Arches
Proceedings of the Institution of Civil Engineers - Structures and Buildings / Aug 27, 2020
Stockdale, G., Milani, G., & Sarhosis, V. (2020). Work-Path Approach Seismic Modelling of Hinge-Controlled Masonry Arches. Proceedings of the Institution of Civil Engineers - Structures and Buildings, 1–36. https://doi.org/10.1680/jstbu.19.00240
Seismic capacity and multi-mechanism analysis for dry-stack masonry arches subjected to hinge control
Bulletin of Earthquake Engineering / Feb 23, 2019
Stockdale, G. L., Sarhosis, V., & Milani, G. (2019). Seismic capacity and multi-mechanism analysis for dry-stack masonry arches subjected to hinge control. Bulletin of Earthquake Engineering, 18(2), 673–724. https://doi.org/10.1007/s10518-019-00583-7
Non-linear dynamic joint selection strategy for Hinge controlled masonry arches
INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS ICNAAM 2019 / Jan 01, 2020
Stockdale, G., Sarhosis, V., & Milani, G. (2020). Non-linear dynamic joint selection strategy for Hinge controlled masonry arches. AIP Conference Proceedings. https://doi.org/10.1063/5.0026431
Diagram based assessment strategy for first-order analysis of masonry arches
Journal of Building Engineering / Mar 01, 2019
Stockdale, G., & Milani, G. (2019). Diagram based assessment strategy for first-order analysis of masonry arches. Journal of Building Engineering, 22, 122–129. https://doi.org/10.1016/j.jobe.2018.12.002
Finite Hinge Stiffness and its Effect on the Capacity of a Dry-Stack Masonry Arch Subjected to Hinge Control
Key Engineering Materials / Aug 01, 2019
Stockdale, G., Sarhosis, V., & Milani, G. (2019). Finite Hinge Stiffness and its Effect on the Capacity of a Dry-Stack Masonry Arch Subjected to Hinge Control. Key Engineering Materials, 817, 259–266. https://doi.org/10.4028/www.scientific.net/kem.817.259
Increase in Seismic Resistance for a Full-Scale Dry Stack Masonry Arch Subjected to Hinge Control
Key Engineering Materials / Aug 01, 2019
Stockdale, G., Milani, G., & Sarhosis, V. (2019). Increase in Seismic Resistance for a Full-Scale Dry Stack Masonry Arch Subjected to Hinge Control. Key Engineering Materials, 817, 221–228. https://doi.org/10.4028/www.scientific.net/kem.817.221
Irrecoverable collapse time for a fixed-hinge dry-stack arch under constant horizontal acceleration
PROCEEDINGS OF THE INTERNATIONAL CONFERENCE OF COMPUTATIONAL METHODS IN SCIENCES AND ENGINEERING 2019 (ICCMSE-2019) / Jan 01, 2019
Stockdale, G., Milani, G., & Sarhosis, V. (2019). Irrecoverable collapse time for a fixed-hinge dry-stack arch under constant horizontal acceleration. AIP Conference Proceedings. https://doi.org/10.1063/1.5138009
NON-LINEAR DYNAMIC BEHAVIOUR OF A MASONRY ARCH SUBJECTED TO HINGE CONTROL
Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) / Jan 01, 2019
Stockdale, G., Sarhosis, V., & Milani, G. (2019). NON-LINEAR DYNAMIC BEHAVIOUR OF A MASONRY ARCH SUBJECTED TO HINGE CONTROL. Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015). https://doi.org/10.7712/120119.6993.18761
Interactive limit analysis of drawn masonry arches subjected to horizontal accelerations
AIP Conference Proceedings / Jan 01, 2018
Stockdale, G., & Milani, G. (2018). Interactive limit analysis of drawn masonry arches subjected to horizontal accelerations. AIP Conference Proceedings. https://doi.org/10.1063/1.5079153
Kinematic collapse load calculator: Circular arches
SoftwareX / Jan 01, 2018
Stockdale, G., Tiberti, S., Camilletti, D., Sferrazza Papa, G., Basshofi Habieb, A., Bertolesi, E., Milani, G., & Casolo, S. (2018). Kinematic collapse load calculator: Circular arches. SoftwareX, 7, 174–179. https://doi.org/10.1016/j.softx.2018.05.006
FE Model Predicting the Load Carrying Capacity of Progressive FRP Strengthening of Masonry Arches Subjected to Settlement Damage
Key Engineering Materials / Jul 01, 2017
Stockdale, G., & Milani, G. (2017). FE Model Predicting the Load Carrying Capacity of Progressive FRP Strengthening of Masonry Arches Subjected to Settlement Damage. Key Engineering Materials, 747, 128–133. https://doi.org/10.4028/www.scientific.net/kem.747.128
Fe model predicting the increase in seismic resistance induced by the progressive FRP strengthening on already damaged masonry arches subjected to settlement
AIP Conference Proceedings / Jan 01, 2017
Stockdale, G., & Milani, G. (2017). Fe model predicting the increase in seismic resistance induced by the progressive FRP strengthening on already damaged masonry arches subjected to settlement. AIP Conference Proceedings. https://doi.org/10.1063/1.5012359
Reinforced stability-based design: a theoretical introduction through a mechanically reinforced masonry arch
International Journal of Masonry Research and Innovation / Jan 01, 2016
Stockdale, G. (2016). Reinforced stability-based design: a theoretical introduction through a mechanically reinforced masonry arch. International Journal of Masonry Research and Innovation, 1(2), 101. https://doi.org/10.1504/ijmri.2016.077469
Non-contact optical control of multiple particles and defects using holographic optical trapping with phase-only liquid crystal spatial light modulator
SPIE Proceedings / Feb 12, 2009
Anand, S., Trivedi, R. P., Stockdale, G., & Smalyukh, I. I. (2009). Non-contact optical control of multiple particles and defects using holographic optical trapping with phase-only liquid crystal spatial light modulator. In L.-C. Chien & M. H. Wu (Eds.), Emerging Liquid Crystal Technologies IV. SPIE. https://doi.org/10.1117/12.807873
Education
Politecnico di Milano
PhD, Architecture, Built Environment, and Construction Engineering / April, 2020
University of Hawaii at Manoa
M.S., Civil Engineering with Structural Emphasis / June, 2012
University of California, Santa Cruz
B.S., Physics / June, 2009
Experience
Masonry Methods, Inc
President; Principle Investigator / April, 2020 — Present
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