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Kinetica Dynamics, CTO | Toronto, Canada
Dr. Michael Montgomery (P.Eng.) is Kinetica’s Principal Structural Engineer and is an expert in the design of high-performance technologies that increase the resilience and dynamic performance of high-rise buildings and complex structures subject to wind and earthquake loading. Michael has over 15 years of experience working on the design of high-profile tall buildings throughout the world.
Michael was Kinetica’s Principal in charge of the Y+C Condos, which received a CTBUH 2019 Structural Engineering Award of Excellence and co-developed the Coupling Damping which won the CTBUH 2019 Innovation First Prize. He has a number of publications in the area of tall building design and damping technologies.
Toronto Chapter, Treasurer (2013 – Present)
Expert Peer Review Committee, Member (2023 – Present)
Regional Representatives Meet at 2018 Middle East Conference
20 October 2018
Record Numbers Convene at 2018 Leaders Meeting
20 October 2018
21 March 2018
16 September 2014
Design of a Slender Building with High-Performing VE Dampers
A slender tower in downtown Toronto was identified early on in the design process as having wind dynamic motion issues and additional structural damping was...
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29 June 2021
Michael Montgomery, Kinetica; Luis Ardila & Constantin Christopoulos, University of Toronto
Solid Viscoelastic Coupling Dampers (VCDs) provide distributed damping that improves the dynamic performance of tall buildings for both wind-storms and earthquakes for all amplitudes of...
You must be a CTBUH Member to view this resource.
16 September 2014
Design of a Slender Building with High-Performing VE Dampers
Michael Montgomery, Kinetica; Kevin MacLean & Tibor Kokai, Read Jones Christoffersen; Constantin Christopoulos, University of Toronto
A slender tower in downtown Toronto was identified early on in the design process as having wind dynamic motion issues and additional structural damping was...
You must be a CTBUH Member to view this resource.
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30 October 2015
CTBUH 2015 delegates toured Toronto under the lead of CTBUH Canada. The highly successful tour led to many discussion on the lessons learned.
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16 September 2014
Design of a Slender Building with High-Performing VE Dampers
A slender tower in downtown Toronto was identified early on in the design process as having wind dynamic motion issues and additional structural damping was...
16 September 2014
2014 Shanghai International Conference - Technical Workshop 02 - Q & A
2014 Shanghai International Conference Technical Workshop 02 Questions & Answers session with speakers Michael Montgomery, Kinetica; Kevin MacLean, Read Jones Christoffersen Ltd.; Hezi Mena, WSP;...
29 June 2021
Michael Montgomery, Kinetica; Luis Ardila & Constantin Christopoulos, University of Toronto
Solid Viscoelastic Coupling Dampers (VCDs) provide distributed damping that improves the dynamic performance of tall buildings for both wind-storms and earthquakes for all amplitudes of...
16 September 2014
Design of a Slender Building with High-Performing VE Dampers
Michael Montgomery, Kinetica; Kevin MacLean & Tibor Kokai, Read Jones Christoffersen; Constantin Christopoulos, University of Toronto
A slender tower in downtown Toronto was identified early on in the design process as having wind dynamic motion issues and additional structural damping was...
19 September 2012
Novel Coupling Damper System for Enhanced Performance of Tall Buildings
Constantin Christopoulos, University of Toronto; Michael Montgomery, Kinetica Dynamics
As high-rise buildings become taller and more slender, dynamic behavior becomes a critical design consideration. Wind loads cause large vibrations which can be perceived by...
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