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Present methods of determining stresses are said to be too approximate and show compression at places where considerable tension actually exists; correct analytical and graphical methods of determining point of application of water pressure and centroid of arch are given; stresses resulting from shrinkage of buttresses and swelling of arches. (See also - vol. 49, no. 6, Aug. 1923, pp. 1093-1131, 42 figs (discussion), nos. 8, 9, and 10, Oct., Nov., and Dec., 1923, pp. 1785-1791, 1 fig 1927-1928, and 2069-2071)
Present methods of determining stresses are said to be too approximate and show compression at places where considerable tension actually exists; correct analytical and graphical methods of determining point of application of water pressure and centroid of arch are given; stresses resulting from shrinkage of buttresses and swelling of arches. (See also - vol. 49, no. 6, Aug. 1923, pp. 1093-1131, 42 figs (discussion), nos. 8, 9, and 10, Oct., Nov., and Dec., 1923, pp. 1785-1791, 1 fig 1927-1928, and 2069-2071)
Stresses in multiple-arch dams
Am. Soc. Civ. Engrs. -- Proc
Jakopsen, B.F. (author)
1924
20 pages
10 Figs.
Article (Journal)
English
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Stresses In Multiple-Arch Dams
| ASCE | 2021
Cochrane on Stresses in Multiple-Arch Dams
| ASCE | 2021
Closure to “Stresses in Multiple-Arch Dams”
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Discussion of “Stresses in Multiple-Arch Dams”
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Stresses in inclined arches of multiple-arch dams
| Engineering Index Backfile | 1932