Michael J. Tait, Ph.D.
Affiliations: | 2004 | The University of Western Ontario (Canada) |
Area:
Civil EngineeringGoogle:
"Michael Tait"Parents
Sign in to add mentorNicholas Isyumov | grad student | 2004 | The University of Western Ontario (Canada) | |
(The performance of one-dimensional and two-dimensional tuned liquid dampers.) |
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Publications
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McNamara KP, Love JS, Tait MJ, et al. (2021) Response of an Annular Tuned Liquid Damper Equipped With Damping Screens Journal of Vibration and Acoustics. 143 |
Ismail A, Ezzeldin M, El-Dakhakhni W, et al. (2020) Blast load simulation using conical shock tube systems International Journal of Protective Structures. 11: 135-158 |
Love JS, McNamara KP, Tait MJ, et al. (2020) Tuned Sloshing Dampers With Large Rectangular Core Penetrations Journal of Vibration and Acoustics. 142 |
Linde SA, Konstantinidis D, Tait MJ. (2020) Rocking Response of Unanchored Building Contents Considering Horizontal and Vertical Excitation Journal of Structural Engineering-Asce. 146: 4020175 |
El-Hashimy T, Ezzeldin M, El-Dakhakhni W, et al. (2020) Behavior of Seismically Detailed Reinforced Concrete Block Shear Walls with Boundary Elements under Out-of-Plane Loading Journal of Structural Engineering-Asce. 146: 4020005 |
Ghith A, Ezzeldin M, Tait M, et al. (2020) Performance of battery rack auxiliary power systems under FEMA 461 quasi-static seismic loading protocol Structures. 27: 1041-1056 |
Salem S, Ezzeldin M, El-Dakhakhni W, et al. (2019) Out-of-Plane Behavior of Load-Bearing Reinforced Masonry Shear Walls Journal of Structural Engineering-Asce. 145: 4019127 |
Love JS, Tait MJ. (2019) Frequency domain prediction of peak nonlinear wave heights of structure-TLD systems Engineering Structures. 194: 1-10 |
Toopchi-Nezhad H, Ghotb MR, Al-Anany YM, et al. (2019) Partially bonded fiber reinforced elastomeric bearings: Feasibility, effectiveness, aging effects, and low temperature response Engineering Structures. 179: 120-128 |
Khalifa YA, El-Dakhakhni WW, Campidelli M, et al. (2018) Performance assessment of metallic sandwich panels under quasi-static loading Engineering Structures. 158: 79-94 |