A platform for research: civil engineering, architecture and urbanism
It seems that it should be practicable to design standard profiles, which, with comparatively slight modifications, could be adapted to conditions which any ordinary masonry dam has to meet; writer shows that such profiles can be devised, and explains method by which their proportions can be determined. (See also - discussion p 152-62)
It seems that it should be practicable to design standard profiles, which, with comparatively slight modifications, could be adapted to conditions which any ordinary masonry dam has to meet; writer shows that such profiles can be devised, and explains method by which their proportions can be determined. (See also - discussion p 152-62)
Design of Masonry gravity dams
Instn Engrs, India -- J
Williams, G.B. (author)
1937
39 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Masonry gravity dams and multiple arch dams
Engineering Index Backfile | 1920
|Seismic vulnerability assessment of masonry gravity dams
British Library Conference Proceedings | 1997
|Pseudo-Dynamic Analysis of Gravity Masonry Dams
Springer Verlag | 2024
|Engineering Index Backfile | 1887
|Engineering Index Backfile | 1912
|