Toronto, Canada

Michael Stewart Montgomery


 

 

Average Co-Inventor Count = 3.0

ph-index = 4

Forward Citations = 38(Granted Patents)


Location History:

  • Edmonton, CA (2011 - 2013)
  • Toronto, CA (2014 - 2024)

Company Filing History:

goldMedal3 out of 493 
 
University of Toronto
 patents
silverMedal3 out of 3 
 
Kinetica Dynamics Inc.
 patents
bronzeMedal3 out of 832,812 
Other
 patents
where one patent can have more than one assignee

Years Active: 2011-2025

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7 patents (USPTO):Explore Patents

Title: Biography of Michael Stewart Montgomery

Introduction: Michael Stewart Montgomery is an accomplished inventor based in Toronto, Canada. He holds a total of seven patents, showcasing his innovative contributions to the field of building safety and risk assessment.

Latest Patents: His latest patents include a "System for building-specific multi-peril risk assessment and mitigation." This system comprises a multi-peril hazard module, a processor, a database, and a graphical network module. The multi-peril hazard module is designed to obtain hazard information and create a multi-peril event catalogue, which generates intensity measures for multiple perils. The processor derives a peril vulnerability function and determines building-specific risk assessment results based on the hazard information and the peril vulnerability function. The database stores the derived plurality of peril vulnerability functions, while the graphical network module creates probabilistic networks connected to the determined building-specific risk assessment results of the peril vulnerability functions that exhibit strong interdependencies, ultimately determining a multi-peril risk associated with the building. Another notable patent is the "Dual-phase vibration damping building coupling member with lock-up." This invention involves a building structure with elements extending from the ground surface, where at least one element is connected to another by a coupling member. The coupling member includes a damping element for mitigating vibrations in the building structure and a mechanism for limiting the deformation of the damping element when relative movement exceeds a maximum displacement that could cause damage.

Career Highlights: Throughout his career

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