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    Risk Factors Affecting Management and Maintenance Cost of Urban Infrastructure 

    Source: Journal of Infrastructure Systems:;2001:;Volume ( 007 ):;issue: 002
    Author(s): Makarand Hastak; Earl J. Baim
    Publisher: American Society of Civil Engineers
    Abstract: Constrained funding requires that resources be allocated and used efficiently in order to maximize the safety, utility, and state of good repair of public facilities. During the life cycle of any public facility various ...
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    Development of a Time-Dependent Disaggregate Hurricane Evacuation Destination Choice Model 

    Source: Natural Hazards Review:;2013:;Volume ( 014 ):;issue: 003
    Author(s): Guangxiang; Cheng; Chester; Wilmot; Earl J.; Baker
    Publisher: American Society of Civil Engineers
    Abstract: A time-dependent disaggregate destination choice model for evacuees from a hurricane is developed and tested in this paper. Using data from a survey conducted among South Carolina residents following Hurricane Floyd in ...
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    Prediction of Creep Failure Time for Pressure Vessels 

    Source: Journal of Applied Mechanics:;1960:;volume( 027 ):;issue: 002:;page 303
    Author(s): F. P. J. Rimrott; Earl J. Mills; Joseph Marin
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: When a pressure vessel is subjected to internal pressure and is made from a material which exhibits creep, the vessel will expand. If the internal pressure is held constant during expansion, ...
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    Influence of Stratification and Shoreline Erosion on Reservoir Sedimentation Patterns 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 003
    Author(s): Şebnem Elçi; Paul A. Work; Earl J. Hayter
    Publisher: American Society of Civil Engineers
    Abstract: Sedimentation in the main pool of a deep (maximum depth:
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    Strategies for Wind Damage Mitigation—Summary 

    Source: Journal of Aerospace Engineering:;1989:;Volume ( 002 ):;issue: 004
    Author(s): Henry Liu; Earl J. Turner; Phillip L. Gould
    Publisher: American Society of Civil Engineers
    Abstract: Wind damage to buildings and structures in the United States costs approximately $4 billion a year, mostly to nonengineered buildings. Civil engineers should help identify structural problems (weak links) in these buildings ...
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    Cohesive Sediment Transport. I: Process Description 

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 008
    Author(s): Ashish J. Mehta; Earl J. Hayter; W. Reginald Parker; Ray B. Krone; Allen M. Teeter
    Publisher: American Society of Civil Engineers
    Abstract: Physical processes constituting fine, cohesive sediment transport in estuarial waters are described. These processes, which include settling and deposition, consolidation, erosion and transport in suspension, are typically ...
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    Community Response to Hurricane Threat: Estimates of Warning Diffusion Time Distributions 

    Source: Natural Hazards Review:;2021:;Volume ( 022 ):;issue: 002:;page 04021007-1
    Author(s): Michael K. Lindell; John H. Sorensen; Earl J. Baker; William P. Lehman
    Publisher: ASCE
    Abstract: The data on warning diffusion rates over time are generally sparse and are extremely limited for hurricanes. This is a potential problem for transportation analysts who are trying to compute evacuation time estimates for ...
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    Community Response to Hurricane Threat: Estimates of Warning Issuance Time Distributions 

    Source: Weather, Climate, and Society:;2020:;volume( 012 ):;issue: 004:;page 837
    Author(s): Sorensen, John H.;Lindell, Michael K.;Baker, Earl J.;Lehman, William P.
    Publisher: American Meteorological Society
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    Cohesive Sediment Transport. II: Application 

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 008
    Author(s): Ashish J. Mehta; William H. McAnally, Jr.; Earl J. Hayter; Allen M. Teeter; David Schoellhamer; Samuel B. Heltzel; William P. Carey
    Publisher: American Society of Civil Engineers
    Abstract: Typical engineering applications involving cohesive sediments in tidal water bodies including bays, estuarial navigation channels, small harbor basins, piers, and wharves have been cited. Reference has been made to problems ...
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