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Inelastic Analysis and Design: Frames with Members in Minor-Axis Bending
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 ...
Discussion of “<i>Second‐Order Elastic Analysis for Frame Design</i>” by Y. Goto and Wai‐Fah Chen (July 1987, Vol. 113, No. 7)
Publisher: American Society of Civil Engineers
Modified Tangent Modulus Approach, A Contribution to Plastic Hinge Analysis
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 ...
Inelastic Limit States Design Part II: Three‐Dimensional Frame Study
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 ...
Inelastic Limit States Design. Part I: Planar Frame Studies
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 ...
Efficient Line-Element Method for the Second-Order Analysis of Steel Members with Nonsymmetric Thick-Walled Cross Sections
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 ...
Exact Tangent Stiffness for Imperfect Beam-Column Members
Publisher: American Society of Civil Engineers
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