Hysteresis Studies Including Post Buckling of Angle Web-Members for Truss-Type Girdersby Franklin Y. Cheng, Univ of Missouri-Rolla, United States,
Jeng-Fuh Ger, Univ of Missouri-Rolla, United States,
Document Type: Proceeding Paper
Part of: Steel Structures
Abstract: The paper presents analytical studies of the buckling capacities and hysteresis behavior of angle-web members of truss-type girders. The eccentricity between the loading point and the cross-sectional centroid is considered and the changes of centroid due to plasticification of a cross-section are included. The formulation is based on the finite segment technique with large displacement control. Numerical results include buckling capacities and hysteresis loops for various slenderness ratios.
Subject Headings: Structural behavior | Cross sections | Hysteresis | Trusses | Girders | Steel structures | Buckling | Structural analysis
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