Funders › WA › Magnusson Klemencic Associates Foundation › 2022
Grants paid by Magnusson Klemencic Associates Foundation, tax year 2022
EIN 81-2063837 · Seattle, WA · Form 990-PF, Part XV · NTEE T30
In tax year 2022, Magnusson Klemencic Associates Foundation (EIN 81-2063837) reported 3 grants paid totaling $101,698. Dataset version 2026.09.0, built 2026-09-03.
Every grant, 2022
| Tax year | Recipient | Match | Amount | Type | Purpose | Source filing |
|---|---|---|---|---|---|---|
| 2022 | Charles Pankow Foundation Mclean, VA | U | $50,000 | paid | RGA 03-20 - Composite Floor-to-Speedcore wall Systems: Performance Based Fire Resistance and Design. This research will develop performance based fire resistant design provisions for the complete floor system consisting of composite floors Speedcore walls and wall-to-floor connections. The design provision will consider both standard and design fire scenarios and develop design methods that account for the complexities of behavior including thermal deformation restraints including axial and flexural deformations and forces induced in the connections and connection limit states including fracture failure. The research will be conducted by two Ph.D. students working collaboratively at Purdue University. | 202212179349100401 |
| 2022 | University of Michigan Pittsburgh, PA | U | $31,698 | paid | RGA A101 - This research project looks to advance Methods for the Efficient Estimation of the Reliability of Post-Elastic High-Rise Wind-Excited Structures within a Performance-Based Design PBD for high-rise buildings.Professor Seymour Spence is the principal investigator and is quoted as follows: Current high-rises in efficiently modeling the post-elastic non-linear structural behavior of the system therefore leading to challenges in estimating the reliability of these systems against severe windstorms. This research seeks to define a new paradigm for solving this problem through the development of probabilistic dynamic shakedown frameworks for the inelastic analysis of wind-excited structures. These methods have the potential to provide tools that enable the rapid evaluation as compared to time-history integration of the post-elastic reliability of a wide class of high-rise structures." | 202212179349100401 |
| 2022 | Charles Pankow Foundation Mclean, VA | U | $20,000 | paid | RGA 02-21 - This research seeks to develop and experimentally validate bolted splice details for Composite Plate Shear Walls-Concrete Filled CPSW-CF to enable nationwide application of this structural system. The use of CPSW-CF structures leverage steel pre-fabrication in the shop and stay-in-place formwork to reduce the time spent on -site and accelerate the construction schedule. Professor Michel Bruneau from the University of Buffalo serves as the principal investigator. | 202212179349100401 |
Match tier: A Reported EIN · B Exact name and place · C Strong name match · D Probable name match · U Unresolved. Tiers C and D are inferred, not reported; see how matching works.
Recipient matching for this dataset version has not yet completed its independent precision check. Tier A rows carry the EIN the filer reported; tiers B–D are the matcher's inference and should be read as leads until the check is published on the methodology page.
Derived from IRS Form 990-PF e-file XML. Dataset version 2026.09.0, built 2026-09-03. All years for this funder.
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