Effective Length Factors for Type-PR Frame Membersby P. K. Basu, Vanderbilt Univ, United States,
S. L. Lee, Vanderbilt Univ, United States,
Document Type: Proceeding Paper
Part of: Steel Structures
Abstract: The effects of PR-Type connections and loading arrangement on frame stability and the effective length factor of columns are evaluated for portal frames and three-story three-bay frames with rigid and flexible connections and member and joint loads, as the test cases. Based on second-order linear and non-linear analysis of these frames, suitable conclusions are drawn regarding the choice of K-factors.
Subject Headings: Rigid frames | Steel structures | Structural stability | Connections (structural) | Load tests | Steel frames | Effective length | Joints
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