A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Development of arch action in arch dams
Considering hydrostatic pressure as only external load on arch dam, influence of reservoir elevation and elastic deformability of foundations is investigated using crown cantilever method; arch and cantilever action are evaluated on basis of shear and moment criterion, representing relative magnitude of hydrostatic loads carried by arches and cantilevers; structural behavior of dam was studied on basis of radial displacement of crown cantilever, hydrostatic load distribution, and stresses in arches and cantilevers.
Development of arch action in arch dams
Considering hydrostatic pressure as only external load on arch dam, influence of reservoir elevation and elastic deformability of foundations is investigated using crown cantilever method; arch and cantilever action are evaluated on basis of shear and moment criterion, representing relative magnitude of hydrostatic loads carried by arches and cantilevers; structural behavior of dam was studied on basis of radial displacement of crown cantilever, hydrostatic load distribution, and stresses in arches and cantilevers.
Development of arch action in arch dams
ASCE -- Proc (J Power Div)
Swaminathan, K.V. (author)
1965
19 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Improving arch action in arch dams
| Engineering Index Backfile | 1918
Improving Arch Action in Arch Dams
| ASCE | 2021
Improving arch action in arch dams
Engineering Index Backfile | 1918
Discussion on Arch Action in Arch Dams
| ASCE | 2021
Closure to Arch Action in Arch Dams
| ASCE | 2021