Stress Analysis of Rigid Frame Bridges with Inclined Legsby Shih-yuan Cheng,
Serial Information: Journal of the Structural Division, 1960, Vol. 86, Issue 12, Pg. 1-22
Document Type: Journal Paper
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Abstract: Methods of direct moment distribution applied to the rigid frame bridges with inclined legs are introduced in this paper. Formulas are derived for the anti-symmetric loading conditions. By using these formulas with the aid of the tables that are provided, a simplified method for influence line analysis is introduced.
Subject Headings: Moment distribution | Rigid frames | Stress analysis | Bridges | Load factors | Bridge tests
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