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    Spatiotemporal Analysis of Extreme Precipitation in the Missouri River Basin from 1950 to 2019 

    Source: Journal of Applied Meteorology and Climatology:;2021:;volume( 060 ):;issue: 006:;page 811
    Author(s): Flanagan, Paul;Mahmood, Rezaul
    Publisher: American Meteorological Society
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    Spatiotemporal Analysis of Extreme Precipitation in the Southern Great Plains Hydroclimate Region 

    Source: Journal of Applied Meteorology and Climatology:;2023:;volume( 062 ):;issue: 003:;page 393
    Author(s): Flanagan, Paul Xavier; Mahmood, Rezaul
    Publisher: American Meteorological Society
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    Eigenvalues and Stable Time Steps for the Uniform Strain Hexahedron and Quadrilateral 

    Source: Journal of Applied Mechanics:;1984:;volume( 051 ):;issue: 001:;page 35
    Author(s): D. P. Flanagan; T. Belytschko
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Simple formulas for bounding the maximum eigenvalues or computing them exactly are obtained for the uniform strain eight-node hexahedron and the four-node quadrilateral. The development is based ...
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    Lessons Learned from Case Histories of Dynamic Compaction at Municipal Solid Waste Sites 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 005
    Author(s): Dimitrios; Zekkos; Mohammad; Kabalan; Michael; Flanagan
    Publisher: American Society of Civil Engineers
    Abstract: Dynamic compaction (DC) has an extensive performance record on municipal solid waste (MSW) sites. A database of 56 test sites has been developed and analyzed to garner lessons on the performance of DC on MSW sites. Analysis ...
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    Regenerative Drive for Subway Trains—Part 3: System Evaluation 

    Source: Journal of Manufacturing Science and Engineering:;1976:;volume( 098 ):;issue: 003:;page 751
    Author(s): R. C. Flanagan; L. A. Suokas
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The most efficient hybrid drive philosophy eliminates high-acceleration power peaking and operates as a fully regenerative system (little or no accumulator top-off during station stop). The optimal ...
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    Regenerative Drive for Subway Trains—Part 1: Mechanical Accumulator Design 

    Source: Journal of Manufacturing Science and Engineering:;1976:;volume( 098 ):;issue: 003:;page 737
    Author(s): R. C. Flanagan; L. A. Suokas
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A regenerative drive system for subway trains is mathematically modeled and numerically evaluated for the Toronto Bloor-Danforth Subway Line. The scope of the study dictates a multipaper presentation ...
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    Regenerative Drive for Subway Trains—Part 2: Overall System Model 

    Source: Journal of Manufacturing Science and Engineering:;1976:;volume( 098 ):;issue: 003:;page 744
    Author(s): L. A. Suokas; R. C. Flanagan
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The external system (track, vehicle) for the regenerative drive study is modeled from actual construction drawings and performance specifications. A general duty cycle is constructed and found ...
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    Regenerative Drive for Subway Trains—Part 4: Overall System Performance 

    Source: Journal of Manufacturing Science and Engineering:;1976:;volume( 098 ):;issue: 003:;page 756
    Author(s): L. A. Suokas; R. C. Flanagan
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Vehicle energy consumption and savings for the Toronto Bloor-Danforth Subway Line are evaluated. Two vehicle loads are chosen (for this evaluation) indicative of rush-hour and nonrush-hour operation. ...
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    Discussion of “Lateral Stiffness of Brick Masonry Infilled Plane Frames” by P. G. Asteris 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 003
    Author(s): Richard M. Bennett; Roger D. Flanagan
    Publisher: American Society of Civil Engineers
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    In-Plane Analysis of Masonry Infill Materials 

    Source: Practice Periodical on Structural Design and Construction:;2001:;Volume ( 006 ):;issue: 004
    Author(s): Roger D. Flanagan; Richard M. Bennett
    Publisher: American Society of Civil Engineers
    Abstract: Simple methods for determining the corner crushing strength and the in-plane stiffness of masonry infills are developed. The methods are applicable to structural clay tile, clay brick, and concrete masonry infills and to ...
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