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A platform for research: civil engineering, architecture and urbanism
Influence table and influence lines presented for moments and shear in unbraced parabolic arch ribs of constant cross section, for several ratios of rise to span and several ratios of bending to torsional stiffness; effect of haunching; numerical example.
Influence table and influence lines presented for moments and shear in unbraced parabolic arch ribs of constant cross section, for several ratios of rise to span and several ratios of bending to torsional stiffness; effect of haunching; numerical example.
Effects of lateral loads on arches
Am Concrete Inst -- J
Michalos, J.P. (author)
1951
11 pages
Article (Journal)
English
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