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    Evaluation of Proposed Bridge Formula for Continuous Spans 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 004
    Author(s): Ray W. James; Hoping Zhang
    Publisher: American Society of Civil Engineers
    Abstract: A formula proposed earlier for limiting the weight of trucks is evaluated for its effect on continuous‐span bridges. The critical weights of various typical vehicle configurations are calculated for several representative ...
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    Behavior of Welded Steel Water‐Storage Tank 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 001
    Author(s): Ray W. James; Gary W. Raba
    Publisher: American Society of Civil Engineers
    Abstract: The performance of a recently constructed welded steel water‐storage tank, believed to be the largest of its kind in the world, is monitored for thermal and live‐load (internal pressure) strains during initial filling. The ...
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    Closure to “<i>Hurricane Related Window Glass Damage in Houston</i>” by W. Lynn Beason, Gerald E. Meyers, and Ray W. James (December, 1984) 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 001
    Author(s): W. Lynn Beason; Gerald E. Meyers; Ray W. James
    Publisher: American Society of Civil Engineers
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    Hurricane Related Window Glass Damage in Houston 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 012
    Author(s): W. Lynn Beason; Gerald E. Meyers; Ray W. James
    Publisher: American Society of Civil Engineers
    Abstract: The writers performed an examination of glass damage in a localized downtown Houston area due to the effects of Hurricane Alicia. Indications are that the glass damage occurred even though the windspeeds in the area were ...
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    Buckling of Suspended Cambered Girders 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author(s): Walter L. Peart; Edward J. Rhomberg; Ray W. James
    Publisher: American Society of Civil Engineers
    Abstract: The process of designing a typical simply supported girder for service loads is well established. However, the fact that the girder will be suspended by cables during the erection phase affects the safety of the girder. ...
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    Evaluation of Projects for Rehabilitation of Highway Bridges 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 001
    Author(s): J. O. Sobanjo; George Stukhart; Ray W. James
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a decision‐support system for selecting the best set of strategies (projects) for bridge rehabilitation and replacement on a highway network, specifically during a long‐range planning of the bridge ...
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    One‐Dimensional Model for Analysis of CRC Pavement Growth 

    Source: Journal of Transportation Engineering, Part A: Systems:;1992:;Volume ( 118 ):;issue: 004
    Author(s): Dapeng Xin; Dan G. Zollinger; Ray W. James
    Publisher: American Society of Civil Engineers
    Abstract: A one‐dimensional model for predicting the structural response of continuously reinforced concrete (CRC) pavement due to increasing temperature and alkali‐silica reaction (ASR), considering slip between concrete and ...
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    Proposed New Truck Weight Limit Formula 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 007
    Author(s): Ray W. James; James S. Noel; Howard L. Furr; Francisco E. Bonilla
    Publisher: American Society of Civil Engineers
    Abstract: A formula for limiting truck and combination vehicle weights is proposed. The proposed formula gives the maximum allowable gross vehicle weight as a function of extreme axle spacing, and is intended to replace the existing ...
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    Strength of Epoxy‐Grouted Anchor Bolts in Concrete 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 012
    Author(s): Ray W. James; Carlos De la Guardia; Charles R. McCreary, Jr.
    Publisher: American Society of Civil Engineers
    Abstract: An analysis based on linear and nonlinear finite element computer models of headed anchor bolts epoxied in place in hardened concrete is presented. Two failure theories, the maximum tensile stress criteria and the Mohr‐Coulomb ...
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