Design of Pier Bent and Rigid Frames by a Computer

by 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: Bridge design | Piers | Bents (structural) | Rigid frames | Computing in civil engineering | Moment distribution | Bridge tests | Computer analysis

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