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    Second‐Order Elastic Analysis for Frame Design 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 007
    Author(s): Y. Goto; Wai‐Fah Chen
    Publisher: American Society of Civil Engineers
    Abstract: Several methods of second‐order elastic analysis are developed here primarily for the practical use in mini‐ and microcomputers. To this end, the stiffness equations derived from the analytical solutions are first expressed ...
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    Closure to “<i>Second‐Order Elastic Analysis for Frame Design</i>” by Y. Goto and Wai‐Fah Chen (July 1987, Vol. 113, No. 7) 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 002
    Author(s): Y. Goto; Wai‐Fah Chen
    Publisher: American Society of Civil Engineers
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    Effective Length Factor of Columns in Semirigid and Unbraced Frames 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 003
    Author(s): N. Kishi; W. F. Chen; Y. Goto
    Publisher: American Society of Civil Engineers
    Abstract: In current engineering practice, to evaluate the stability of columns in frames with rigid and semirigid connections, one must estimate the effective length factor (
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    Closure to “Effective Length Factor of Columns in Semirigid and Unbraced Frames” by N. Kishi, W. F. Chen, and Y. Goto 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 010
    Author(s): N. Kishi; W. F. Chen; Y. Goto
    Publisher: American Society of Civil Engineers
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    Analytical Study of the Mechanical Strength of Flexible Pipes 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1987:;volume( 109 ):;issue: 003:;page 249
    Author(s): Y. Goto; T. Okamoto; M. Araki; T. Fuku
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Although flexible pipes have already been in wide use in the offshore industry, studies on their mechanical strength are few and far between, and their industrial standards are yet to be ...
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