| dc.contributor | | en-US |
| dc.creator | Martínez Martínez, Mónica; Universidad de Alcalá, Departamento de Arquitectura
Calle Santa Úrsula 2, Alcalá de Henares, 28801 Madrid (Spain) | |
| dc.date | 2019-04-26 | |
| dc.identifier | http://revistadelaconstruccion.uc.cl/index.php/rdlc/article/view/1431 | |
| dc.description | DOI: 10.7764/RDLC.18.1.134In the present work it is explained how the architect Felix Candela got to analyse the roof long cylindrical shells in reinforced concrete using an method based simply on equilibrium equations. All this, in a moment in which the elastic theory of shells becomes practically impossible to apply due to the involvement of eighth-order differential equations. Felix Candela ‘objective was to get a safely and easily calculation method, respecting the assignment of reinforced concrete and, therefore, obviating the considerations of compatibility and deformation that could undergo the structure. This method, developed previously by other engineers, is explained mathematically choosing an example of work of Félix Candela, done by roof long cylindrical shells, and making the necessary structural calculations proposed. | en-US |
| dc.format | application/pdf | |
| dc.language | eng | |
| dc.publisher | PONTIFICIA UNIVERSIDAD CATOLICA DE CHILE | en-US |
| dc.relation | http://revistadelaconstruccion.uc.cl/index.php/rdlc/article/view/1431/385 | |
| dc.source | Revista de la Construcción. Journal of Construction; Vol 18, No 1 (2019): Revista de la Construcción. Journal of Construction; 134-144 | en-US |
| dc.source | 0718-915X | |
| dc.source | 0717-7925 | |
| dc.subject | | en-US |
| dc.subject | Long cylindrical shells, reinforced concrete shells, Félix Candela Outeriño, beam method, shell-cast concrete | en-US |
| dc.title | Application of the beam method to structural calculation of the long cylindrical concrete shells in the work of Felix Candela | en-US |
| dc.type | info:eu-repo/semantics/article | |
| dc.type | info:eu-repo/semantics/publishedVersion | |
| dc.type | Peer-reviewed Article | en-US |
