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    Pipe Whip—Bounding the Required Restraint Capacity 

    Source: Journal of Pressure Vessel Technology:;1985:;volume( 107 ):;issue: 004:;page 356
    Author(s): R. Peek
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Energy balance methods commonly in use for the design of pipe whip restraints are based on the solution for the motion of a rigid-plastic pipe before impact against the restraint, with the ...
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    Postbuckling Behavior of Unanchored Steel Tanks Under Lateral Loads 

    Source: Journal of Pressure Vessel Technology:;1991:;volume( 113 ):;issue: 003:;page 423
    Author(s): R. Peek; M. El-Bkaily
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A simplified approach is described for determining the extent of plastic buckling of the tank wall near the base (elephant’s foot bulging) for ground-supported unanchored liquid storage tanks ...
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    Preuplift Method to “Anchor” Liquid Storage Tanks 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 002
    Author(s): R. Peek; P. C. Jennings; C. D. Babcock
    Publisher: American Society of Civil Engineers
    Abstract: Steel tanks for liquid storage often consist of a cylindrical shell attached to a steel bottom plate which rests on the ground. In many cases neither the bottom plate nor the cylindrical shell are fixed to the ground. When ...
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    Loading History Effects for Deep-Water S-Lay of Pipelines 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2004:;volume( 126 ):;issue: 002:;page 156
    Author(s): Heedo D. Yun; Ralf R. Peek; Paul R. Paslay; Frans F. Kopp
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: For economic reasons S-Lay is often preferred to J-Lay. However in very deep water S-Lay requires a high curvature of the stinger to achieve the required close-to-vertical departure angle (or ...
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