A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Moment-stiffness relations in continuous frames with prismatic members
Illustrated presentation of method of determining "moment-stiffness relations"; theory applied to continuous beams, rectangular bents of one or more stories, and sawtooth bents, numerical examples are included; method proves favorable particularly in cases where columns are subjected to great moments. (See also - discussion n 8 Oct p 1182-4)
Moment-stiffness relations in continuous frames with prismatic members
Illustrated presentation of method of determining "moment-stiffness relations"; theory applied to continuous beams, rectangular bents of one or more stories, and sawtooth bents, numerical examples are included; method proves favorable particularly in cases where columns are subjected to great moments. (See also - discussion n 8 Oct p 1182-4)
Moment-stiffness relations in continuous frames with prismatic members
Am Soc Civ Engrs -- Proc
Dell, G.H. (author)
1946
25 pages
Article (Journal)
English
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Moment-stiffness relations in continuous frames with prismatic members
| Engineering Index Backfile | 1947
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