Superior Title: Informes de la Construcción; Vol. 74 No. 567 (2022); e460 ; Informes de la Construcción; Vol. 74 Núm. 567 (2022); e460 ; 1988-3234 ; 0020-0883 ; 10.3989/ic.2022.v74.i567
Subject Terms: open-well staircases, treatises, geometric analysis and 3D modeling, masonry staircases, equilibrium approach, membrane analysis, escaleras de pozo abierto, tratados, análisis geométrico y modelación 3D, escaleras de fábrica, enfoque de equilibrio, análisis de membrana
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Relation: https://informesdelaconstruccion.revistas.csic.es/index.php/informesdelaconstruccion/article/view/6300/7685; https://informesdelaconstruccion.revistas.csic.es/index.php/informesdelaconstruccion/article/view/6300/7686; https://informesdelaconstruccion.revistas.csic.es/index.php/informesdelaconstruccion/article/view/6300/7687; Cirillo, V. (2019). Riflessioni e suggestioni fra geometria e forma. Le scale '700 napoletano. Napoli: La scuola di Pitagora.; Palladio, A. (1570). I quattro libri dell'architettura. Venetia: Dominico de' Franceschi, pp. 60-67.; Cirillo, V. and Zerlenga, O. (2020). Entre arquitectura y geometría. Un ejemplo de escalera oval en la toba napolitana. EGA, vol. 25, Núm. 39, pp. 196-207. https://doi.org/10.4995/ega.2020.11962; Cirillo, V. (2018). The Representation of Staircases in Italian Treatises from the Sixteenth to Eighteenth Centuries. Diségno, n. 3, pp. 177-188.; Barozzi, J. (1583). Le due regole della prospettiva pratica. Roma: per Francesco Zannetti, pp. 143-144.; Scamozzi, V. (1615). L'idea della architettura universale. Venetia: Giorgio Valentino, pp. 312-317.; Zerlenga, O. (2017). Disegnare le ragioni dello spazio costruito. Le scale aperte del '700 napoletano %7C Drawing the Reasons of Constructed Space. Eighteenth-Century Neapolitan Open Staircases. Diségno, n. 1, pp. 45-56.; Zerlenga, O. (2017). La scala 'vacua nel mezzo'. Due esempi napoletani a confronto %7C The 'empty in the middle'. A comparison of two Neapolitan examples. In A. di Luggo et al. (Eds). Territori e Frontiere della Rappresentazione. Territories and Frontiers of Representation. Roma: Gangemi, pp. 1161-1168.; Martínez, J.G. (1996). Aproximación al estudio de la construcción en la Nueva España. In A. de las Casas, S. Huerta, E. Rabasa (eds.). Actas del Primer Congreso Nacional de Historia de la Construcción. Madrid: CEHOPU e Instituto Juan de Herrera, pp. 243-246.; García Ares, J.A. (2011). Una nueva solución de equilibrio para el análisis límite de helicoides de fábrica con óculo central como los construidos por Guastavino. In Actas del Séptimo Congreso Nacional de Historia de la Construcción. Institute Juan de Herrera, SEdHC, CICCP, CEHOPU.; Cennamo, C., Cusano, C., Angelillo, M. The spiral staircase in the fortified tower of Nisida. In 12th International Conference on Structural Analysis of Historical Constructions. Barcelona: Spain (16-18 September 2020), pp. 1-10.; Huerta Fernández, S. (2004). Arcos, bóvedas y cúpulas. Geometría y equilibrio en el cálculo tradicional de estructuras de fábrica. Madrid: Instituto Juan de Herrera.; Huerta Fernández, S. (2001). Mechanics of masonry vaults: The equilibrium approach. In Historical Constructions. Possibilities of numerical and experimental techniques. Universidade do Minho, Guimaraes, Portugal, pp. 47-69.; De Dominici, B. (1743). Vite de' pittori, scultori ed architetti napoletani. Napoli, pp. 639, 649-650.; Cirillo, V. (2021). Elementary Geometry in Staircases Design. The 'City House' of Bernardo Antonio Vittone. Advances in Intelligent Systems and Computing, 2021, 1296, pp. 823-834. https://doi.org/10.1007/978-3-030-63403-2_75; Capobianco, M. (1962). Scale settecentesche a Napoli. L'Architettura. Cronache e storia, n. 84, pp. 416-417.; Ferraro, I. (2007). Napoli. Atlante della città storica. Stella, Vergini, Sanità. Oikos.; Zerlenga, O., Vincenzo. C. (2019). Curves and surfaces in the churches with ovate plant in Naples. Geometric analogies and differences. In Advances in Intelligent Systems and Computing. Cham: Springer, v. 809, pp. 514-525. https://doi.org/10.1007/978-3-319-95588-9_42; Donghi, D. (1906-25). Manuale dell'architetto. Torino: Unione tipografico-editrice torinese, vol. I, parte 1, pp. 540-543.; Zerlenga, O. (2014). Staircases as a representative space of architecture. In C. Gambardella (Ed.). Best practise in Heritage Conservation Management from the world to Pompeii. Napoli: La scuola di Pitagora, pp. 1632-1642.; Cirillo, V., and Conte, P. (2019). Immersive experiences in staircases. The geometric system as sensorial stirring. Advances in Intelligent Systems and Computing, 2019, 919, pp. 536-542. https://doi.org/10.1007/978-3-030-12240-9_56; C. Formenti, C. and e Cortelletti, R. (1933). La Pratica del Fabbricare, Hoepli, Milan.; Abbate, F. (1987). Sollecitazione e forma - Scala Struttura Voltata, Napoli.; Pane, R. (1939). Architettura dell'eta barocca in Napoli. Napoli: EPSA editrice politecnica.; Blunt, A. Neapolitan (1975). Baroque & Rococo Architecture. In A. Zwemmer (Ed.), Zwemmer Studies in Architecture, Vol 15. La University of Michigan.; Fiengo, G. and Guerriero, L. (2008). Atlante delle tecniche costruttive tradizionali. Napoli, Terra di Lavoro (XVI-XIX). Napoli: Arte Tipografica Editrice.; Heyman, J. (1966). The stone skeleton. International Journal of Solids and Structures, 2(2): 249-279. https://doi.org/10.1016/0020-7683(66)90018-7; Angelillo, M. (2019). The model of Heyman and the statical and kinematical problems for masonry structures. Int. J. Masonry Research and Innovation, Vol. 4, Nos. 1/2:14-31. https://doi.org/10.1504/IJMRI.2019.096820; A. Kooharian, "Limit analysis of voussoir (segmental) and concrete arches", J. Am. Concr. Inst. 24:4 (1952), 317-328.; R. K. Livesley, "Limit analysis of structures formed from rigid blocks", Int. J. Numer. Methods Eng. 12:12 (1978), 1853-1871. https://doi.org/10.1002/nme.1620121207; Del Piero, G. (1998). Limit analysis and no-tension materials. Int. J. Plast. 14:(1-3). https://doi.org/10.1016/S0749-6419(97)00055-7; Pucher, A. (1934). Über der spannungszustand in gekrümmten flächen. Beton u Eisen 33: 298-304.; Angelillo, M. and Fortunato, A. (2004). Equilibrium of masonry vaults, Novel approaches in Civil Engineering. In Maceri, Frémond (Eds.), Lecture notes in Applied and Computational Mechanics, 16, pp. 105-109. Springer, Berlin. https://doi.org/10.1007/978-3-540-45287-4_6; Angelillo, M., Babilio, E. and Fortunato, A. (2012). Singular stress fields for masonry-like vaults. Continuum Mech. Thermodyn., 25:423-441, Springer, Verlag Berlin Heidelberg. https://doi.org/10.1007/s00161-012-0270-9; Angelillo, M. (1993). Constitutive relations for no-tension materials. Meccanica, 28(2). https://doi.org/10.1007/BF00989121; Babilio, E., Fortunato, A. and Angelillo, M. (2011). Singular stress fields and the equilibrium of masonry walls and arches. In Proceedings IX AIMETA Congress, Bologna.; Contestabile, M., Babilio, E., Fortunato, A., Guerriero, L., Lippiello, M., Pasquino, M. and Angelillo, M. (2016). Static analysis of cross vaults: the case of the cathedral of Casertavecchia. Open Construct. Build. Technol. J. 10: Suppl 2: M11: 329-345. https://doi.org/10.2174/1874836801610010329; Gesualdo, A., Brandonisio, G., De Luca, A., Iannuzzo, A., Montanino, A. and Olivieri, C. (2019). Limit analysis of cloister vaults: the case study of Palazzo Caracciolo di Avellino. J. Mech. Mater. Struct. 14, no. 5: 739-750. https://doi.org/10.2140/jomms.2019.14.739; Cennamo, C., Cusano, C. (2020). Roman masonry stairways. Geometry, construction and stability. Lecture Notes in Mechanical Engineering, 2020, pp. 1896-1909. https://doi.org/10.1007/978-3-030-41057-5_152; Cennamo, C., Cirillo, V., Cusano, C. and Zerlenga, O. (2019). La escalera del Palacio Persico en Nápoles: análisis geométrico, constructivo y mecánico. In: Actas del XI Congreso Nacional de Historia de la Construcción, Soria, España, 9-12 de octubre de 2019; Montanino, A., Olivieri, C., Zuccaro, G. and Angelillo, M. From Stress to Shape: Equilibrium of Cloister and Cross Vaults. Appl. Sci. 2021, 11, 3846. https://doi.org/10.3390/app11093846; Cusano, C., Montanino, A., Olivieri, C., Paris, V. and Cennamo, C. (2021). Graphical and Analytical Quantitative Comparison in the Domes Assessment: The Case of San Francesco di Paola. Appl. Sci. 2021, 11, 3622. https://doi.org/10.3390/app11083622; Cusano, C., Montanino, A., Zuccaro, G., and Cennamo, C. Considerations about the static response of masonry domes: A comparison between limit analysis and finite element method. International Journal of Masonry Research and Innovationthis link is disabled, 2021, 6(4), pp. 502-528. https://doi.org/10.1504/IJMRI.2021.118835; Zerlenga, O., Cirillo, V., Cennamo, C., and Cusano, C. (2021). La cúpula de mayólica de Santa Maria della Sanità en Nápoles. Configuración geométrica y estudios de estabilidad. Informes De La Construcción, 73(562), e396. https://doi.org/10.3989/ic.80025; Cusano, C., Montanino, A., Cennamo, C., Zuccaro, G. and Angelillo, M. (2021). Geometry and Stability of a Double-shell Dome in Four Building Phases: The Case Study of Santa Maria Alla Sanità in Naples, International Journal of Architectural Heritage. https://doi.org/10.1080/15583058.2021.1922954; Cennamo, C., Cusano, C. and Angelillo, M. (2019). Stability analysis and seismic vulnerability of large masonry domes. Masonry International, 2019, 32(2), pp. 55-62.; Heyman, J. (2012). The membrane analysis of thin masonry shells. Nuts Bolts Construct. Hist., 1(2012), 281-283.; https://informesdelaconstruccion.revistas.csic.es/index.php/informesdelaconstruccion/article/view/6300
Availability:
https://doi.org/10.3989/ic.90718
https://doi.org/10.3989/ic.2022.v74.i567
https://doi.org/10.4995/ega.2020.11962
https://doi.org/10.1007/978-3-030-63403-2_75
https://doi.org/10.1007/978-3-319-95588-9_42
https://doi.org/10.1007/978-3-030-12240-9_56
https://doi.org/10.1016/0020-7683(66)90018-7
https://doi.org/10.1504/IJMRI.2019.096820
https://doi.org/10.1002/nme.1620121207
https://doi.org/10.1016/S0749-6419(97)00055-7
Superior Title: Informes de la Construcción; Vol. 73 No. 562 (2021); e396 ; Informes de la Construcción; Vol. 73 Núm. 562 (2021); e396 ; 1988-3234 ; 0020-0883 ; 10.3989/ic.2021.v73.i562
Subject Terms: Dome, geometric analysis and 3D modeling, masonry domes, equilibrium analysis, Cúpula, análisis geométrico y modelación 3D, cúpulas de mampostería, análisis de equilibrio
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Relation: https://informesdelaconstruccion.revistas.csic.es/index.php/informesdelaconstruccion/article/view/6055/7437; https://informesdelaconstruccion.revistas.csic.es/index.php/informesdelaconstruccion/article/view/6055/7438; https://informesdelaconstruccion.revistas.csic.es/index.php/informesdelaconstruccion/article/view/6055/7439; Buccaro, A. (1991). Il borgo dei Vergini. Storia e struttura di un ambito urbano. Napoli: CUEN.; Venditti, A. (1970). Fra' Nuvolo e l'architettura napoletana tra Cinque e Seicento. In P. F. Palumbo (Ed.), Barocco europeo, barocco italiano, barocco salentino. Relazioni e comunicazioni presentate al Congresso internazionale sul barocco, Lecce e Terra d'Otranto (pp. 195-248). Lecce.; Nicolella, D. (1997). Le cupole di Napoli. Edizioni Scientifiche italiane spa.; Vasari, M. G. (1568). Le vite de' più eccellenti pittori, scultori e architettori (pp. 308-311). Firenze.; Minervini, M. T. (2013). Il restauro della cupola maiolicata di Santa Maria della Sanità. Napoli: M. D'Auria Editore.; Migliari, R. (2009). Geometria descrittiva. Metodi e costruzioni. Milano: CittàStudi.; Migliari, R. (2003). Geometria dei modelli. Rappresentazione grafica e informatica per l'architettura e per il design. Roma: Kappa Edizioni.; Rossi, A. (2014). The ethos suggested by landscape markers: the tiled dome. Domes and cupolas, an International Journal for Architecture, Engineering, conservation and Culture, vol. 1, n. 1. 2014, p. 85-91. Firenze: Angelo Pontecorboli editore.; Docci, M., Maestri, D.: Il rilevamento architettonico. Storia, metodi e disegno. Laterza, Roma-Bari (1984).; Giordano, A. (1999). Cupole, volte e altre superfici. La genesi e la forma. Torino: UTET.; Spallone, R. (2019). Geometry of vaulted system in the treatises by Guarino Guarini. EGE - Revista de Expresión Gráfica en la Edificación, n. 11, 2019. ISSN: 2605-082X https://doi.org/10.4995/ege.2019.12872; De Rubertis, R. editor: Dossier rilievo. XY dimensioni del disegno. 17-18-19 (1993).; Zerlenga, O., Cirillo, V. (2018). Curves and Surfaces in the churches with ovate plant in Naples. geometric analogies and differences. In L. Cocchiarella (Ed.), ICGG 2018- Proceedings of the 18th International Conference on Geometry and Graphics. Vol. 809, pp. 514-525, BERLIN: Springer. https://doi.org/10.1007/978-3-319-95588-9_42; Capone, M., Lanzara, E. (2019). 3D data interpretation using treatises geometric rules to built coffered domes. ISPRS. Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci., Vol. XLII-2/W15, pp. 231 - 238. https://doi.org/10.5194/isprs-archives-XLII-2-W15-231-2019; Penta, I. (1999). Gli embrici maiolicati. In A. Baculo, A., di Luggo, A. e Florio, R. (Eds.), Napoli versus coelum. La città e le sue cupole. Napoli: Electa.; Zerlenga, O. (2008). Rappresentazione geometrica e gestione informatica dei modelli. Disegno ornamentale_Intersezione di superfici. Napoli: La scuola di Pitagora editrice.; Kooharian, A. (1952). 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In: Proceedings of the SAHC Symposium, Barcelona.; Cennamo, C., Cusano, C. & Angelillo, M. (2019). A limit analysis approach for masonry domes: the basilica of San Francesco di Paola in Naples. International Journal of Masonry Research and Innovation, 4,227-242. https://doi.org/10.1504/IJMRI.2019.100568; Cennamo, C., Cusano, C. & Angelillo, M. (2019). Stability Analysis and Seismic Vulnerability of Large Masonry Domes. MI - Masonry International, (32)2.; Cennamo, C., Cusano, C. & Angelillo, M. (2018). Seismic vulnerability of domes: a case study. Journal Of Mechanics of Materials and Structures, 13,679-689. https://doi.org/10.2140/jomms.2018.13.679; Cennamo, C., Cusano, C., Angelillo, M. & Fortunato, A. (2018). A study on form and seismic vulnerability of the Dome of San Francesco di Paola in Naples. Ingegneria Sismica, 35, 88-108.; Huerta, S. (2013). Ethics and materials: Some Spanish Case Studies. Déontologie de la pierre. Stratégies d'intervention pour la cathédrale de Lausanne. Lausanne.; Huerta, S. (2008). The analysis of masonry architecture: A historical approach. Architectural Science Review, 51(4), 297. https://doi.org/10.3763/asre.2008.5136; Cennamo, C. & Cusano, C. (2018). The gothic arcade of Santa Maria Incoronata in Naples. Equilibrium of gothic arches. International Journal of Masonry Research and Innovation, 3,92-107. https://doi.org/10.1504/IJMRI.2018.10013662; Cennamo, C., Cusano, C., & Di Santo, D. (2019). Stability of the Abbey of San Lorenzo ad Septimum cloister in Aversa. In Carmine Gambardella (ed), Proceedings of the XVII International Forum Le vie dei Mercanti, Architecture, Heritage and Design. World Heritage and Legacy. Rome: Gangemi Editor International Publishing.; Cennamo, C., Cusano, C., & Angelillo, M. (2018). On the statics of large domes: a static and kinematic approach for San Francesco di Paola in Naples. In Proceedings of the British Masonry Society (pp. 504-517). 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Estabilidad y construcción de cúpulas de fábrica: el nacimiento de la teoría y su relación con la práctica, Tesis Doctoral, ETS de Arquitectura, Universidad Politécnica de Madrid.; Cennamo, C. & Di Fiore, M. (2013). Best practice of structural retrofit: the SS. Rosario Church in Gesualdo, Italy. International Journal of Disaster Resilience in the Built Environment, (4)2,215-235. https://doi.org/10.1108/IJDRBE-11-2010-0049; https://informesdelaconstruccion.revistas.csic.es/index.php/informesdelaconstruccion/article/view/6055
Availability:
https://doi.org/10.3989/ic.80025
https://doi.org/10.3989/ic.2021.v73.i562
https://doi.org/10.4995/ege.2019.12872
https://doi.org/10.1007/978-3-319-95588-9_42
https://doi.org/10.5194/isprs-archives-XLII-2-W15-231-2019
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https://doi.org/10.3763/asre.2006.4943
https://doi.org/10.1080/15583058.2015.1025456
https://doi.org/10.4028/www.scientific.net/AMR.133-134.343