Influence of Connection Behavior on Steel Frame Designs at Factored Loadsby Michael H. Ackroyd, Rensselaer Polytechnic Inst, Cent, for Interactive Computer Graphics, Troy, NY, USA,
Katherine A. Dewkett, Rensselaer Polytechnic Inst, Cent, for Interactive Computer Graphics, Troy, NY, USA,
Abstract: This paper illustrates how interactive computer graphics, when interfaced with nonlinear inelastic frame analysis programs, can provide a powerful tool for design of semi-rigid frames at factored loads.
Subject Headings: Steel frames | Rigid frames | Graphic methods | Load factors | Connections (structural) | Steel structures | Moment (mechanics) | Computer analysis
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