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    Propagation of Certainty Levels 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 009
    Author(s): Lowell F. Greimann; William J. Knapp; Jimmy Y. Yeung
    Publisher: American Society of Civil Engineers
    Abstract: Uncertainty in basic structural parameters is characterized by objective and subjective information. A method was developed to quantify this uncertainty and propagate its effect through a structural reliability analysis. ...
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    Pile Fatigue Failures. I: Damage Appraisal 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 003
    Author(s): Jay B. Weidler, Jr.; James E. Dailey; Shaddy Y. Hanna; Mohamed F. Zedan; Jimmy Y. Yeung
    Publisher: American Society of Civil Engineers
    Abstract: During construction of an oil tanker loading terminal in the northern Arabian Gulf, two vertical, singly standing piles failed due to fatigue damage in girth butt welds near the mudline. The failures were reported ten days ...
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    Pile Fatigue Failures. II: Mechanism Studies 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 003
    Author(s): James E. Dailey; Jay B. Weidler, Jr.; Shaddy Y. Hanna; Mohamed F. Zedan; Jimmy Y. Yeung
    Publisher: American Society of Civil Engineers
    Abstract: An analytical model of a vertical, singly standing pile is constructed to study the mechanism by which fatigue damage is produced in girth butt welds near the mudline. Top restraints are known to have been present on the ...
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    Pile Fatigue Failures. IV: Fatigue Description 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 003
    Author(s): James E. Dailey; Jay B. Weidler, Jr.; Shaddy Y. Hanna; Mohamed F. Zedan; Jimmy Y. Yeung
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory fatigue tests were performed on girth butt weld specimens taken from both vertical piles and batter piles salvaged from the terminal. Specimens were selected to be representative of welds found to be acceptable ...
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    Pile Fatigue Failures. III: Motions in Seas 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 003
    Author(s): James E. Dailey; Jay B. Weidler, Jr.; Shaddy Y. Hanna; Mohamed F. Zedan; Jimmy Y. Yeung
    Publisher: American Society of Civil Engineers
    Abstract: Motion response calculation procedures are described for a vertical, singly standing pile with no top restraint. Discussion is directed to: (1) Sea state energy distribution versus frequency; (2) hydrodynamic force ...
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