A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Analysis of Arch dams by the trial load method
Discussion of problem of how to make cylinder formula valid for arch dams, thus adding to ability of arches to take loads without increasing stresses in order to improve safety factor or to cut down dimensions of structure; tests on small rubber model in Trondjhem, Norway; methods of computing radial deflection in arches can also be applied to calculation of tangential displacements. Discussion by F. Vogt and A. Floris of paper published in Jan. 1928 issue of Proceedings.
Analysis of Arch dams by the trial load method
Discussion of problem of how to make cylinder formula valid for arch dams, thus adding to ability of arches to take loads without increasing stresses in order to improve safety factor or to cut down dimensions of structure; tests on small rubber model in Trondjhem, Norway; methods of computing radial deflection in arches can also be applied to calculation of tangential displacements. Discussion by F. Vogt and A. Floris of paper published in Jan. 1928 issue of Proceedings.
Analysis of Arch dams by the trial load method
Am. Soc. Civil Engrs. -- Proc
Howell, C.H. (author) / Jaquith, A.C. (author)
1928
27 pages
14 Figs.
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Trial load method of analyzing arch dams
Engineering Index Backfile | 1938
Analysis of Arch Dams by the Trial Load Method
| ASCE | 2021
Analysis of arch dams by the trial load method
| Engineering Index Backfile | 1928
Design of arch dams by trial load method of analysis
| Engineering Index Backfile | 1960
Digital computers for trial-load analysis of arch dams
| Engineering Index Backfile | 1960