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    Concepts for Wave-Excited Offshore Structures 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 010
    Author(s): G. D. Hahn
    Publisher: American Society of Civil Engineers
    Abstract: A study of the resultants of the inertia and drag-force intensities induced by waves on offshore structures is made. The relationships between these resultants and the corresponding modal forces that govern the structural ...
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    Effects of Sea-Surface Fluctuations on Response of Offshore Structures 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 001
    Author(s): G. D. Hahn
    Publisher: American Society of Civil Engineers
    Abstract: The magnitudes of the effects of the sea-surface fluctuations on the response of wave-excited offshore structures are assessed. Such fluctuations are accounted for by using the linear wave theory in combination with two ...
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    Torsional Response of Unsymmetric Buildings to Incoherent Ground Motions 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 004
    Author(s): G. D. Hahn; X. Liu
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of unsymmetric buildings excited by incoherent seismic ground motions is studied, and the assessments and information reported make it possible to gain valuable insight into the resulting dynamic response. The ...
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    Erratum: 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 010
    Author(s): G. D. Hahn; X. Liu
    Publisher: American Society of Civil Engineers
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    Correlation of Seismic Responses of Structures 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 004
    Author(s): G. D. Hahn; M. C. Valenti
    Publisher: American Society of Civil Engineers
    Abstract: A practical analytical study is reported that leads to an improved definition of the correlation coefficient for seismic responses of structures. In contrast to definitions currently available, including the widely used ...
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    Seismic Design of Structures by Bundled Columns 

    Source: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 012
    Author(s): G. D. Hahn; B. P. Champlin
    Publisher: American Society of Civil Engineers
    Abstract: A practical technique to protect structures against the effects of earthquakes is examined and proposed for use in design. The technique involves the bundling of slender steel members to form columns that are stiff and ...
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    Dynamic Modal Responses of Wave‐Excited Offshore Structures 

    Source: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 004
    Author(s): G. D. Hahn; J. R. Sanghvi
    Publisher: American Society of Civil Engineers
    Abstract: Examinations are made of the dynamic effects associated with modal responses of deep‐water, wave‐excited offshore structures. Such examinations are intended to assess the influences that variations in several parameters ...
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    On the Numerical Evaluation of the Unforced Response of a Duffing Oscillator 

    Source: Journal of Applied Mechanics:;1992:;volume( 059 ):;issue: 001:;page 228
    Author(s): G. D. Hahn; J. F. Carney; Malcolm H. Ray
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A recent study suggested that the use of numerical integration methods would generally lead to the erroneous prediction of chaotic behavior for an unforced Duffing’s oscillator. It is shown ...
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    Buckle Propagation Pressure for Submarine Pipelines 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1993:;volume( 115 ):;issue: 003:;page 162
    Author(s): G. D. Hahn; M. She; J. F. Carney
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A new analytical expression is proposed for the prediction of the buckle propagation pressure for deepwater offshore pipelines. The expression accounts for the influences of the main factors ...
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    Buckle Propagation in Submarine Pipelines 

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 011
    Author(s): G. D. Hahn; M. She; J. F. Carney, III
    Publisher: American Society of Civil Engineers
    Abstract: A relatively simple approach is first presented for the approximate analysis of the collapse of circular rings under external pressure. It accounts for geometrical and material nonlinearities, and is able to approximate ...
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