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    Snow Loads on Gable Roofs 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 012
    Author(s): Michael O'Rourke; Michael Auren
    Publisher: American Society of Civil Engineers
    Abstract: An investigation of unbalanced or drifted snow loading on single gable roofs is presented. A database of 28 case histories was developed and analyzed to identify trends and key parameters for this type of roof snow drift. ...
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    Roof Snowdrifts due to Blizzards 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 003
    Author(s): Michael O'Rourke; Ioannis Galanakis
    Publisher: American Society of Civil Engineers
    Abstract: The evaluation of structural loads due to drifted snow on a multilevel roof is considered. A detailed case history is presented that highlights the two types of drifts that form on multilevel roofs. The two types of snowdrift ...
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    Rain-on-Snow Surcharge for Roof Design 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 001
    Author(s): Michael O'Rourke; Chris Downey
    Publisher: American Society of Civil Engineers
    Abstract: A study of structural loading on gable roofs due to rain falling on an existing roof snowpack is presented. Rain-on-snow provisions in various existing standards are reviewed, and a summary of structural damage in the ...
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    Closure to “<i>Roof‐Snow Load for Seismic‐Design Calculations</i>” by Michael J. O'Rourke and Robert S. Speck Jr. (September, 1992, Vol. 118, No. 9) 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 001
    Author(s): Michael O'Rourke; Robert Speck
    Publisher: American Society of Civil Engineers
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    Improved Snow Drift Relations 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 005
    Author(s): Michael O’Rourke;John Cocca
    Publisher: American Society of Civil Engineers
    Abstract: Drift loads on roofs are arguably the most important snow load from a structural engineering perspective in the US, as they are the governing load for most cases of snow related structural collapse. Design relations for ...
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    Snow Drifts at Roof Steps in Series 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 010
    Author(s): Michael O’Rourke; Nicole Kuskowski
    Publisher: American Society of Civil Engineers
    Abstract: A method is presented for determining snow drifts at roof steps in series. The method is based upon provisions in the current
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    Closure to “Snow Loads on Gable Roofs” by Michael O'Rourke and Michael Auren 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 004
    Author(s): Michael O'Rourke; Michael Auren
    Publisher: American Society of Civil Engineers
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    Improved Snow Drift Relations 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 005
    Author(s): Michael O’Rourke; John Cocca
    Publisher: American Society of Civil Engineers
    Abstract: Drift loads on roofs are arguably the most important snow load from a structural engineering perspective in the US, as they are the governing load for most cases of snow related structural collapse. Design relations for ...
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    Proposed Code Provisions for Drifted Snow Loads 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 009
    Author(s): Michael O'Rourke; Wayne Tobiasson; Evelyn Wood
    Publisher: American Society of Civil Engineers
    Abstract: Current code provisions for drift snow loads on multilevel roofs are examined in light of recent research results from a statistical study of approximately 350 drift load case histories. New provisions are proposed in which ...
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    Lateral Stiffness of Contact Pile Foundations 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 005
    Author(s): Michael O'Rourke; Mushtaq A. Nasim
    Publisher: American Society of Civil Engineers
    Abstract: The static horizontal stiffness of pile foundations, for which there is continuous contact between the bottom of the pile cap and the underlying soil, is studied. Finite element results for a single pile with a circular ...
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