Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
In the theory of curved dams, the deflection of a horizontal circular arch under normal loads plays an important role. The main object of the following investigation is to derive nearly exact formulas for this deflection, as well as formulas for moment, thrust, and shear, both for arches “fixed” (encastre) at the ends and for those free to turn or “hinged” at the abutments. Since the only approximation introduced consists in neglecting the influence of shear on the deformation, the results may be characterized as nearly exact.
In the theory of curved dams, the deflection of a horizontal circular arch under normal loads plays an important role. The main object of the following investigation is to derive nearly exact formulas for this deflection, as well as formulas for moment, thrust, and shear, both for arches “fixed” (encastre) at the ends and for those free to turn or “hinged” at the abutments. Since the only approximation introduced consists in neglecting the influence of shear on the deformation, the results may be characterized as nearly exact.
The Circular Arch Under Normal Loads
Cain, William (Autor:in)
Transactions of the American Society of Civil Engineers ; 85 ; 233-248
01.01.2021
161922-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
The circular arch under normal loads
Engineering Index Backfile | 1922
The circular arch under normal loads
Engineering Index Backfile | 1922
Closure to “The Circular Arch Under Normal Loads”
| ASCE | 2021
Discussion of “The Circular Arch Under Normal Loads”
| ASCE | 2021
Historical arch bridges under horizontal loads
| British Library Conference Proceedings | 2007