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    Inelastic Analysis and Design: Frames with Members in Minor-Axis Bending 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 002
    Author(s): Ronald D. Ziemian; Alan R. Miller
    Publisher: American Society of Civil Engineers
    Abstract: To extend previous research on obtaining designs that rely on a second-order inelastic hinge analysis to demonstrate that a structure is adequate in resisting the effects of factored loads, this paper presents a study of ...
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    Discussion of “<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): William McGuire; Ronald D. Ziemian
    Publisher: American Society of Civil Engineers
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    Modified Tangent Modulus Approach, A Contribution to Plastic Hinge Analysis 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 010
    Author(s): Ronald D. Ziemian; William McGuire
    Publisher: American Society of Civil Engineers
    Abstract: A fundamental aim of developing and applying nonlinear analysis is to improve the quality of design by providing the engineer with a more reliable prediction of the performance of a structural system that is under design ...
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    Inelastic Limit States Design Part II: Three‐Dimensional Frame Study 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 009
    Author(s): Ronald D. Ziemian; William McGuire; Gregory G. Dierlein
    Publisher: American Society of Civil Engineers
    Abstract: A design study of a three‐dimensional 22‐story frame is presented to demonstrate the use of second‐order inelastic analysis in load and resistance factor design. This study is a follow‐up to a set of low‐rise planar frame ...
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    Inelastic Limit States Design. Part I: Planar Frame Studies 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 009
    Author(s): Ronald D. Ziemian; William McGuire; Gregory G. Deierlein
    Publisher: American Society of Civil Engineers
    Abstract: In conjunction with load and resistance factor design specifications, advanced methods of inelastic analysis afford the opportunity to design steel structures based on realistic assessments of limit state behavior. This ...
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    Efficient Line-Element Method for the Second-Order Analysis of Steel Members with Nonsymmetric Thick-Walled Cross Sections 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 002:;page 04023226-1
    Author(s): Liang Chen; Hao-Yi Zhang; Si-Wei Liu; Ronald D. Ziemian
    Publisher: ASCE
    Abstract: When designing steel members with nonsymmetric cross sections, it is essential to consider twisting effects when performing stability checks via second-order analysis according to the ANSI/AISC 360-22. Existing line-element ...
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    Exact Tangent Stiffness for Imperfect Beam-Column Members 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 012
    Author(s): Lip H. Teh; Kuo-Mo Hsiao; Donald W. White; Ronald D. Ziemian; Siu-Lai Chan; Jian-Xin Gu
    Publisher: American Society of Civil Engineers
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