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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.
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.
Analysis of open-spandrel arches
ASCE -- Proc (J Structural Div)
Diwan, A.F. (author)
1958
36 pages
Article (Journal)
English
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