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Stresses in gravity dams by principle of least work
Mathematical theoretical investigation, in which principle of least work was substituted for usual assumption of linear stress distribution, leads to stress curve showing non-linear distribution; numerical example; discussion of English tests on gravity dam, models made by L. W. Atcherly and K. Pearson in 1904. (See also - discussion p 1639-1645, 12 figs and discussion in no. 9, Nov. 1930, pp. 2061-2072, 5 figs)
Stresses in gravity dams by principle of least work
Mathematical theoretical investigation, in which principle of least work was substituted for usual assumption of linear stress distribution, leads to stress curve showing non-linear distribution; numerical example; discussion of English tests on gravity dam, models made by L. W. Atcherly and K. Pearson in 1904. (See also - discussion p 1639-1645, 12 figs and discussion in no. 9, Nov. 1930, pp. 2061-2072, 5 figs)
Stresses in gravity dams by principle of least work
Am. Soc. Civil Engrs. -- Proc
Jakobsen, B.F. (author)
1930
25 pages
Article (Journal)
English
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Stresses In Gravity Dams By Principle of Least Work
| ASCE | 2021
Stresses in gravity dams by principle of least work
| Engineering Index Backfile | 1932
Stresses in gravity dams by principle of least work
| Engineering Index Backfile | 1931
Shearing stresses in gravity dams
| Engineering Index Backfile | 1938
Shearing stresses in gravity dams
| Engineering Index Backfile | 1938