Design of Pier Bent and Rigid Frames by a Computerby C.P.C. Tung,
Serial Information: Journal of the Structural Division, 1958, Vol. 84, Issue 7, Pg. 1-17
Document Type: Journal Paper
Basic approach and procedure of using moment distribution in design analysis of bridge pier bent or rigid frame by electronic computation; effects of standard loadings can be automatically combined to give maximum design values; sample solutions from completed program, to show possibility of solving similar structural problems employing same general principle.
Subject Headings: Computing in civil engineering | Bents (structural) | Rigid frames | Piers | Bridge design | Moment distribution | Load distribution | Bridge tests
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