Analysis of Open-Spandrel Archesby A.F. Diwan,
Serial Information: Journal of the Structural Division, 1958, Vol. 84, Issue 2, Pg. 1-36
Document Type: Journal Paper
Mathematical solution for arch as monolithic structure assuming full continuity between arch rib, spandrel columns and deck; solution based on principle of balancing panel moments by imposing therein special type of panel distortion which produces moments of known pattern in chords of deformed panel only.
Subject Headings: Arches | Panels (structural) | Moment (mechanics) | Deformation (mechanics) | Mathematics | Columns | Distortion (structural) | Decks
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