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Analysis of continuous ridged portal frames
Main attention directed to frames in which individual bays have symmetrical roof members; bending moments derived from deflected shape of frame under load; use of models in analysis. (See also - discussion n 10 Oct p 240-3)
Analysis of continuous ridged portal frames
Main attention directed to frames in which individual bays have symmetrical roof members; bending moments derived from deflected shape of frame under load; use of models in analysis. (See also - discussion n 10 Oct p 240-3)
Analysis of continuous ridged portal frames
Structural Engr
Markland, E. (author)
Structural Engineer ; 30
1952
8 pages
Article (Journal)
English
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| Wiley | 2019
| Engineering Index Backfile | 1958