A platform for research: civil engineering, architecture and urbanism
Paper discusses calculation of radial displacement of arbitrary point of arch, when that of section at the crown is known, for uniformly distributed radial load and for complete end-fixity or elastic support; calculation of statically indeterminate factors at crown and radial displacement of section at crown in case of triangular loads symmetrical with respect to apex. (See also - n 291 Jan 1959 p 1-7, n 292 Feb p 84-8, n 295 May p 308-12)
Paper discusses calculation of radial displacement of arbitrary point of arch, when that of section at the crown is known, for uniformly distributed radial load and for complete end-fixity or elastic support; calculation of statically indeterminate factors at crown and radial displacement of section at crown in case of triangular loads symmetrical with respect to apex. (See also - n 291 Jan 1959 p 1-7, n 292 Feb p 84-8, n 295 May p 308-12)
Calculation of arch dams
Le calcul des barrages-voutes
Bauzil, V. (author)
Travaux ; 43
1959
8 pages
Article (Journal)
French
© Metadata Copyright Elsevier B. V. All rights reserved.
Engineering Index Backfile | 1929
|Engineering Index Backfile | 1922
|Calculation of Arch Dams Subjected to Earthquakes Antiseismic Design of Arch Dams
British Library Conference Proceedings | 1987
|Methods of calculation of arch dams
Engineering Index Backfile | 1959
|General theory of calculation of arch dams
Engineering Index Backfile | 1932
|