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    Discussion of “<i>Roof Collapse under Snowdrift Loading and Snowdrift Design Criteria</i>” by Rubin M. Zallen (May, 1988, Vol. 2, No. 2) 

    Source: Journal of Performance of Constructed Facilities:;1989:;Volume ( 003 ):;issue: 004
    Author(s): Michael J. O'Rourke
    Publisher: American Society of Civil Engineers
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    Roof Snow Loads for Structural Design 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 007
    Author(s): Michael J. O'Rourke; Ulrich Stiefel
    Publisher: American Society of Civil Engineers
    Abstract: Lognormal probability distribution functions for both ground snow loads and the ground‐to‐roof conversion factor are used to establish lognormal probability distribution functions for roof snow loads. Site specific values ...
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    Soil Springs for Buried Pipeline Axial Motion 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 011
    Author(s): Kamel El Hmadi; Michael J. O'Rourke
    Publisher: American Society of Civil Engineers
    Abstract: The response of a buried pipeline to seismic waves is controlled by differential movements along its length. The axial movement of the pipeline is restrained by friction forces at the soil-pipe interface. Tests performed ...
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    Seismic Damage to Pipeline: Case Study 

    Source: Journal of Transportation Engineering, Part A: Systems:;1990:;Volume ( 116 ):;issue: 002
    Author(s): Michael J. O'Rourke; Gustavo Ayala
    Publisher: American Society of Civil Engineers
    Abstract: A case study of damage to a welded steel pipeline in Mexico City, caused by the 1985 Michoacan earthquake, is presented. Seismic damage to pipelines in past earthquakes is briefly reviewed. The damage has typically been ...
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    Drift Snow Loads on Multilevel Roofs 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 002
    Author(s): Michael J. O'Rourke; Robert S. Speck, Jr.; Ulrich Stiefel
    Publisher: American Society of Civil Engineers
    Abstract: A database of snowdrift case histories on multilevel flat roofed structures has been established and is statistically analyzed. Drifted snow loads on multilevel roofs account for a large percentage of the roof losses in ...
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    Roof‐Snow Load for Seismic‐Design Calculations 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 009
    Author(s): Michael J. O'Rourke; Robert S. Speck, Jr.
    Publisher: American Society of Civil Engineers
    Abstract: The lateral loads imposed on a structure during an earthquake are functions of the peak ground acceleration and the total mass of the structure among other parameters. For structures located in snowy regions, the question ...
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    Horizontal Soil Strain Due to Seismic Waves 

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 009
    Author(s): Michael J. O'Rourke; Gerardo Castro; Iftekhar Hossain
    Publisher: American Society of Civil Engineers
    Abstract: Seismic design of structures that are long in plan, such as bridges and buried pipelines, requires information on the spatial variation of ground displacements along their lengths. This variation in ground motion results ...
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    Eave Ice Dams 

    Source: Journal of Architectural Engineering:;2010:;Volume ( 016 ):;issue: 001
    Author(s): Michael J. O’Rourke; Moumita Ganguly; Lucas Thompson
    Publisher: American Society of Civil Engineers
    Abstract: Water seepage into interior spaces and the resultant staining of wall and/or ceiling surfaces is a common problem with eave ice dams. If the outdoor temperature is below freezing, the roof is poorly insulated, and if the ...
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    Steel Pipe Wrinkling due to Longitudinal Permanent Ground Deformation 

    Source: Journal of Transportation Engineering, Part A: Systems:;1995:;Volume ( 121 ):;issue: 005
    Author(s): Michael J. O'Rourke; Xuejie Liu; Raul Flores-Berrones
    Publisher: American Society of Civil Engineers
    Abstract: The behavior and design of a straight buried steel pipe subject to permanent ground deformation (PGD) where the movement is parallel to the pipe axis is considered. The PGD zone is characterized by the amount of movement, ...
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    Tactile Pressure Sensors for Soil-Structure Interaction Assessment 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author(s): Michael C. Palmer; Thomas D. O’Rourke; Nathaniel A. Olson; Tarek Abdoun; Da Ha; Michael J. O’Rourke
    Publisher: American Society of Civil Engineers
    Abstract: This paper provides an assessment of tactile pressure sensors for geotechnical applications. A tactile pressure sensor is an array of small sensing units, called sensels, embedded in a polymeric sheet or pad that measures ...
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    DSpace software copyright © 2002-2015  DuraSpace
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