Artigo Revisado por pares

Santiago Huerta. Arcos, bóvedas y cúpulas: Geometría y equilibrio en el cálculo tradicional de estructuras de fábrica . (Textos sobre Teoría e Historia de las Construcciones.) xiv + 623 pp., illus., bibl., indexes. Madrid: Instituto Juan de Herrera, 2004. €32 (cloth); €24 (paper).

2006; University of Chicago Press; Volume: 97; Issue: 3 Linguagem: Espanhol

10.1086/509963

ISSN

1545-6994

Autores

Luciano Boschiero,

Tópico(s)

Masonry and Concrete Structural Analysis

Resumo

Previous articleNext article No AccessBook ReviewsSantiago Huerta. Arcos, bóvedas y cúpulas: Geometría y equilibrio en el cálculo tradicional de estructuras de fábrica. (Textos sobre Teoría e Historia de las Construcciones.) xiv + 623 pp., illus., bibl., indexes. Madrid: Instituto Juan de Herrera, 2004. €32 (cloth); €24 (paper).Luciano BoschieroLuciano Boschiero Search for more articles by this author PDFPDF PLUSFull Text Add to favoritesDownload CitationTrack CitationsPermissionsReprints Share onFacebookTwitterLinkedInRedditEmail SectionsMoreDetailsFiguresReferencesCited by Isis Volume 97, Number 3September 2006 Publication of the History of Science Society Article DOIhttps://doi.org/10.1086/509963 Views: 8Total views on this site Citations: 3Citations are reported from Crossref PDF download Crossref reports the following articles citing this article:Fabián López-Ulloa The Theory and Practice of Restoration in England in the Second Half of the 19th Century: The Work of George E. Street, Advanced Materials Research 133-134 (Oct 2010): 1045–1050.https://doi.org/10.4028/www.scientific.net/AMR.133-134.1045Alejandra Albuerne The Stability of the Basilica of Maxentius in Rome, Advanced Materials Research 133-134 (Oct 2010): 325–330.https://doi.org/10.4028/www.scientific.net/AMR.133-134.325Santiago Huerta, Paula Fuentes Analysis and Demolition of Some Vaults of the Church of La Peregrina in Sahagún (Spain), Advanced Materials Research 133-134 (Oct 2010): 343–348.https://doi.org/10.4028/www.scientific.net/AMR.133-134.343

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