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    An Event‐to‐Event Strategy for Nonlinear Analysis of Truss Structures. I 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 004
    Author(s): A. Karamchandani; C. A. Cornell
    Publisher: American Society of Civil Engineers
    Abstract: An efficient strategy to obtain static nonlinear response is presented. It is applicable to trusses made up of elements with piecewise linear force‐deformation characteristics and subject to proportional loads or piecewise ...
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    Reliability Analysis of Truss Structures with Multistate Elements. II 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 004
    Author(s): A. Karamchandani; C. A. Cornell
    Publisher: American Society of Civil Engineers
    Abstract: Structural systems are typically redundant, and collapse usually occurs after a sequence of failures. This has led to failure‐path approaches in which one identifies important sequences of element failures leading to ...
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    The Influence of Alternative Wave Loading and Support Modeling Assumptions on Jack-Up Rig Response Extremes 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1996:;volume( 118 ):;issue: 002:;page 109
    Author(s): L. Manuel; C. A. Cornell
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A study is conducted of the response of a jack-up rig to random wave loading. Steady current and wind load effects are also included. The effects of varying the relative motion assumption ...
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    Closure to “<i>An Event‐to‐Event Strategy for Nonlinear Analysis of Truss Structures. I</i>” by A. Karamchandani and C. A. Cornell (April, 1992, Vol. 118, No. 4) 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 008
    Author(s): A. Karamchandani; C. A. Cornell
    Publisher: American Society of Civil Engineers
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    Probabilistic Combination of Forces in Tension Leg Platform Tethers 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 005
    Author(s): H. Banon; C. A. Cornell; S. J. Harding
    Publisher: American Society of Civil Engineers
    Abstract: Tension leg platforms (TLPs) are a class of compliant offshore structures that respond dynamically to ocean winds, waves, and currents. A TLP is tied to the ocean floor by tethers that, due to hull buoyancy, are in tension ...
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    Comparative Risk Assessment of Alternative TLP Systems: Structure and Foundation Aspects 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1994:;volume( 116 ):;issue: 002:;page 86
    Author(s): R. G. Bea; C. A. Cornell; J. E. Vinnem; J. F. Geyer; G. J. Shoup; B. Stahl
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Offshore operators can choose from a wide variety of alternative production systems including those based on fixed platforms, tension leg platforms (TLPs), compliant towers, floating production ...
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    Assessing Fitness for Purpose of Offshore Platforms. I: Analytical Methods and Inspections 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 012
    Author(s): H. Banon; R. G. Bea; F. J. Bruen; C. A. Cornell; W. F. Krieger; D. A. Stewart
    Publisher: American Society of Civil Engineers
    Abstract: Existing structures, including offshore platforms, often do not meet the same standards as those mandated for new designs. It is also recognized by the engineering community that acceptance criteria for existing structures: ...
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