Relevant bibliographies by topics / Tile vaults

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Tile vaults'

Author: Grafiati
Published: 4 June 2025
Last updated: 15 July 2025

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Journal articles on the topic "Tile vaults"

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Ramage, Michael, Timothy J. Hall, Ana Gatóo, and M. Wesam Al Asali. "Rwanda Cricket Stadium: Seismically stabilised tile vaults." Structures 18 (April 2019): 2–9. http://dx.doi.org/10.1016/j.istruc.2019.02.004.

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López López, David, Nuno Mendes, Daniel V. Oliveira, Lucrecia J. Calderón Valdiviezo, and Marta Domènech-Rodríguez. "Multi-Level Numerical Modelling and Analysis of Tile Vaults." Buildings 13, no. 8 (2023): 2052. http://dx.doi.org/10.3390/buildings13082052.

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The complex structural behaviour of masonry, with its brittle response in tension, frictional response in shear, and anisotropy, makes it challenging to model accurately. Tile vaults, with their unique features such as different binders and bricks placed flat, have distinctive structural performance, and determining the most suitable assessment method is still a subject of debate in both academic and professional circles. This paper presents a study on the structural analysis of tile vaults, aiming at evaluating different numerical approaches for this type of structure. The examination of thes
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López López, David, Tom Van Mele, and Philippe Block. "The combination of tile vaults with reinforcement and concrete." International Journal of Architectural Heritage 13, no. 6 (2018): 782–98. http://dx.doi.org/10.1080/15583058.2018.1476606.

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DiSanto, Charles. "Restoration of the Queensboro Bridge Guastavino Tile Vaults: A Case Study." APT Bulletin 30, no. 4 (1999): 27. http://dx.doi.org/10.2307/1504706.

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Ochsendorf, John. "Los Guastavino y la bóveda tabicada en Norteamérica." Informes de la Construcción 56, no. 496 (2005): 57–65. http://dx.doi.org/10.3989/ic.2005.v57.i496.494.

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Julián, García Muñoz, and de los Ángeles Beltrán Fernández María. "La prefabricación de bóvedas de ladrillo. Una utopía latinoamericana = Prefabricated tile vaults. A Latin American utopia." rita_ Revista Indexada de Textos Académicos, no. 2 (October 9, 2014): 92–99. https://doi.org/10.24192/2386-7027(2014)(v2)(05).

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El empleo de bóvedas prefabricadas de ladrillo fue una constante en la construcción latinoamericana durante las décadas de los 60 y 70 del pasado siglo XX. En estas bóvedas concurrían dos ideas principales: de un lado, una de las grandes pasiones de esos años, la de la construcción prefabricada, idónea para garantizar procesos de producción ágiles y mecanizados; de otro, la de la construcción abovedada ligera con obra de fábrica, que, pese a ser, en lo esencial, un sistema de construcción tradicional, co
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Adell, Josep Mª, and Antonio Rolando. "Luis Moya y las bóvedas tabicadas en la posguerra española." Informes de la Construcción 56, no. 496 (2005): 25–29. http://dx.doi.org/10.3989/ic.2005.v57.i496.460.

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Silman, Robert. "Structural Repairs to Fire-Damaged Guastavino Tile Vaults at Grand Central Terminal's Oyster Bar." APT Bulletin 30, no. 4 (1999): 47. http://dx.doi.org/10.2307/1504709.

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Lluis-Teruel, Cinta, and Josep Lluis i Ginovart. "Construction of Structures with Thin-Section Ceramic Masonry." Buildings 15, no. 12 (2025): 2042. https://doi.org/10.3390/buildings15122042.

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Current regulatory principles focus on resistance and durability to ensure long-term robustness while optimizing sections to maximize efficiency and minimize material use, thus enhancing sustainability and reducing environmental impact. Historical ceramic masonry constructions fully adhere to these principles; however, they have been largely supplanted by modern materials. The compressive strength and functional advantages of structures built with ceramic masonry, particularly those featuring extremely thin wall sections, warrant a reassessment of their structural properties. This is exemplifi
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López López, David, Ernest Bernat-Maso, Lluís Gil, and Pere Roca. "Experimental testing of a composite structural system using tile vaults as integrated formwork for reinforced concrete." Construction and Building Materials 300 (September 2021): 123974. http://dx.doi.org/10.1016/j.conbuildmat.2021.123974.

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Dissertations / Theses on the topic "Tile vaults"

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Llorens, Sulivera Joan. "Experimental study of simple and multi-leaf masonry slender elements under compressive stress loaded parallel to the face." Doctoral thesis, Universitat de Girona, 2020. http://hdl.handle.net/10803/671027.

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The thin-tile vault is a structural system widely used in the Mediterranean area. The most spectacular development took place through modernist-style buildings designed by architects such as Antonio Gaudí o Luís Domènech and Muntaner among the others. Thin-tile vault, from a morphological standpoint, is made up of one or more leaf of thin-tile lay flat, and joined with plaster or mortar. As a particularity of this arrangement, the load is applied parallel to the face of the thin-tile as opposed to the load-bearing walls masonry, where the load is applied perpendicularly to it. Deepening the
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Tmej, Patrik. "Zesílení ŽB oblouku pomocí kompozitní výztuže." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240182.

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The aim of the thesis is the strengthening and resistance of concrete construction. At the beginning is described composite reinforcement and their specific properties. The thesis specifically follows behavior concrete vault and the effects of load. Resistance vault is calculated by S&T model – strut and tie. Finally, the thesis contain strengthening construction by composite reinforcement. Strengthening is considered by two ways - strengthening by cohesive reinforcement and strengthening by incoherent reinforcement (wrapping).
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Kulla, Lukáš. "Statické zajištění zámku." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240358.

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The aim of this final thesis was static protection for castle in Miroslavské Knínice. It was necessary to explore several respects and find signs of violation. Next analyze and propose suitable assurance of individual parts. Separe into the stages of construction and to consider the proposal in terms of ensuring the resistance of materials. Finally create a detailed documentation in the range suitable for performance. Based on engineering geology and visual survey was designed horizontal bracing prestressing cables at three levels. The first level "A" consists of a closed circuit of prestresse
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López, López David. "Structural analysis of tile vaults : methods and variables." Master's thesis, 2013. http://hdl.handle.net/1822/27627.

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Dissertação de mestrado em Structural Analysis of Monuments and Histotical Constructions<br>Tile vaults -or "volta catalana"- are included within the masonry vaults, but are built with a particular technique: the bricks are arranged flat, to form a sheet or sheets, and is made without formwork. The first sheet is built with plaster, which hardens very fast and is used as formwork for the next sheet of bricks. The bricks are disposed closing successive rings or arches. Although it was mainly in the nineteenth and twentieth centuries, when the most spectacular and better quality examples we
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GAETANI, ANGELO. "Seismic performance of masonry cross vaults: learning from historical developments and experimental testing." Doctoral thesis, 2016. http://hdl.handle.net/11573/941320.

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Considering the seismic behaviour of cultural heritage buildings, an influential role is played by masonry vaults, often representing the most vulnerable part of the construction. Despite their long-lasting history and the damage observation following the Italian earthquakes of the recent past, research in this area is still limited. In this regard, the present thesis is devoted to the study of the seismic behaviour of masonry groin vaults, considered as one of the most diffused vault type in European seismic prone areas in cloisters, palaces and churches. Groin vaults are resulting from the i
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Payne, Cynthia Anne. ""In the fullness of time" the vault mosaic in the Cappella Sant'Elena, Santa Croce in Gerusalemme, Rome /." 2003. http://purl.galileo.usg.edu/uga%5Fetd/payne%5Fcynthia%5Fa%5F200312%5Fphd.

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Books on the topic "Tile vaults"

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1945-, Freeman Michael, ed. Guastavino vaulting: The art of structural tile. Princeton Architectural Press, 2010.

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Mosteiro, Javier García-Gutiérrez. Las bóvedas de Guastavino en América. Instituto Juan de Herrera, 2001.

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Tommy, Ford, ed. Alabama-Auburn rivalry football vault. Whitman Pub., 2009.

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author, Robins Anthony, ed. Ellis Island, Main Building (interior), second and third story interiors consisting of the two-story Registry Room (Great Hall); and the fixtures and interior components of these spaces, including but not limited to, wall surfaces; ceiling surfaces, including the Guastavino tile vaults; floor surfaces; piers; windows; chandeliers and lighting fixtures; balcony railings; and attached furnishings; Ellis Island, Borough of Manhattan. Landmarks Preservation Commission, 1993.

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Ford, Tommy. The University of Alabama all-access football vault. Whitman Pub., 2009.

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Reese, Megan L. Structural analysis and assessment of Guastavino vaulting: Anàlisi estructural i avaluació de les voltes de Guastavino = Análisis estructural y evaluación de las bóvedas de Guastavino. Ajuntament de Vilassar de Dalt, 2011.

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author, Breiner David M., ed. (Former) Della Robbia Bar (aka The "Crypt," now Fiori Restaurant), in the (former) Vanderbilt Hotel, ground floor interior consisting of the entrance vestibule, front dining room, rear dining room, and the fixtures and interior components of these spaces, including but not limited to, piers, Guastavino tiled ceiling vaults, and architectural terra cotta manufactured by Rookwood Pottery, 4 Park Avenue, Manhattan: Built 1910-13, Warren & Wetmore, architects. R. Guastavino Company, vault construction. Rookwood Pottery Company, architectural terracotta. Landmarks Preservation Commission, 1994.

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Guastavino Co: La reinvenció de l'espai públic a New York : gener 2009-març 2009. Generalitat Valenciana, Conselleria de Cultura i Esport, 2009.

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(Contributor), Carlos Leop, Guastavino Co (Contributor), and Salvador Tarrago (Editor), eds. Guastavino Co. (1885-1962) Catalogue of Works in Catalonia and America. Actar/Col.legi d'Arquitectes de Catalunya, 2003.

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Parker, Philip M. The 2007-2012 World Outlook for Precast Concrete Products Excluding Burial Vaults and Boxes, Concrete Slabs and Tile, and Architectural Wall Panels. ICON Group International, Inc., 2006.

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Book chapters on the topic "Tile vaults"

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García, Julián, Carlos Martín, Roberto Molinos, Joaquín Grau, and Juan Manuel Pérez. "Digital Setting Out Techniques for Tile Vaults Without Formwork." In From Corbel Arches to Double Curvature Vaults. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-12873-8_4.

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Rei, João, and António Sousa Gago. "Small Thickness Brick Vaults. Experimental Study of Single-Leaf and Lined Alentejo Tile Vaults." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-71855-7_41.

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Redondo, E., and F. J. Castilla. "Tile vaults in the works of government institutions after the Spanish Civil War: A first approach." In History of Construction Cultures. CRC Press, 2021. http://dx.doi.org/10.1201/9781003173434-176.

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Al Asali, Wesam. "Leaving No Maker Behind: Cultures of Tile Vault Making for Situated Design." In Sustainable Development Goals Series. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-36554-6_15.

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Costa Prieto, Irieix, Toni Clarés Garcia, Miquel Llorens Sulivera, Cristina Barris Peña, Carla Valencia Padín, and Joan Llorens Sulivera. "Experimental Assessment of Hole-Drilling Residual Stress Measurement in Thin Tile Masonry Catalan Vault." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-73310-9_81.

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Oliveira, Juarez, Altair Santin, Eduardo Viegas, and Pedro Horchulhack. "A Non-interactive One-Time Password-Based Method to Enhance the Vault Security." In Advanced Information Networking and Applications. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-57916-5_18.

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García, Julián, Juan Antonio Rodríguez, and David Mencías. "University Workshops as a Way of Dissemination of Architectural Traditions: The Case of the Tile Vault." In Putting Tradition into Practice: Heritage, Place and Design. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-57937-5_157.

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Fenrich, N., N. Mattburger, and R. Buss. "Automatic and real-time positioning of vault and full round tunnel shutters based on camera sensor units." In Tunnelling into a Sustainable Future – Methods and Technologies. CRC Press, 2025. https://doi.org/10.1201/9781003559047-293.

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López López, D., E. Bernat-Masó, L. Gil, and P. Roca. "Experimental testing of tile vaults." In Brick and Block Masonry - From Historical to Sustainable Masonry. CRC Press, 2020. http://dx.doi.org/10.1201/9781003098508-117.

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"Guastavino Tile Vaults The Long Migration of a Building Technique." In Migration und Baukultur. Birkhäuser, 2019. http://dx.doi.org/10.1515/9783035618419-013.

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Conference papers on the topic "Tile vaults"

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King, Fraser, and Miroslav Kolář. "Prediction of the Lifetimes of Copper Nuclear Waste Containers under Restrictive Mass-Transport and Evolving Redox Conditions." In CORROSION 1995. NACE International, 1995. https://doi.org/10.5006/c1995-95425.

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A model has been developed to predict the corrosion behaviour of copper nuclear waste containers in a Canadian disposal vault. The model is based on a finite-difference solution of a series of mass-balance equations that describe the effects of mass transport and various chemical and electrochemical reactions between the container material and the surrounding environment. Each of these reactions is discussed briefly. The corrosion behaviour of the containers is expected to change over time as the environmental conditions within the disposal vault evolve. For copper, the most important environm
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King, F., C. D. Litke, and B. M. Ikeda. "The Stress Corrosion Cracking of Copper Containers for the Disposal of High-Level Nuclear Waste." In CORROSION 1999. NACE International, 1999. https://doi.org/10.5006/c1999-99482.

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Abstract Stress corrosion cracking (SCC) is a possible failure mode for Cu containers in an underground nuclear waste disposal vault. It is difficult to guarantee that SCC will never initiate on Cu containers based only on the results of relatively short-term experiments. Therefore, the extent of SCC is being predicted based on the argument that the rate of crack propagation will be limited. Several environmental factors will limit the rate of cracking, including: the general absence of aggressive SCC agents in the vault, the limited time of rapid strain of the container shell and the limited
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Mintz, Todd S., Xihua He, Larry Miller, et al. "Coastal Salt Effects on the Stress Corrosion Cracking of Type 304 Stainless Steel." In CORROSION 2013. NACE International, 2013. https://doi.org/10.5006/c2013-02494.

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Abstract Some U.S. nuclear power plants are storing spent nuclear fuel in dry cask storage systems (DCSS). In many cases, the DCSS consists of a metal storage canister inside a concrete vault or overpack for radiation shielding. Most canisters are made of austenitic stainless steel, including UNS S30400 (304 SS). The concrete vault or overpack is vented to the atmosphere for passive cooling, allowing interaction between the canister and the ambient environment. In coastal environments, airborne salts could deposit and accumulate on the surface of the canisters over time. Deliquescence of these
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Shoesmith, D. W., B. M. Ikeda, and D. M. LeNeveu. "Modelling the Failure of Nuclear Waste Containers." In CORROSION 1996. NACE International, 1996. https://doi.org/10.5006/c1996-96369.

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Abstract A model to predict the failure of Grade-2 titanium nuclear waste containers has been developed. Two major corrosion modes are included in the model: failure by crevice corrosion and failure by HIC. A small number of containers are assumed to be defective and to fail within 50 a of emplacement. The model is probabilistic in nature and each modelling parameter is assigned a range of values, resulting in a distribution of corrosion rates and failure times. The crevice corrosion rate is assumed to be dependent only on the properties of the material used and the temperature of the vault. C
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Roi, Robin. "Demystifying Decorative Finishing or… Why Gild the Lily?" In SSPC 2008. SSPC, 2008. https://doi.org/10.5006/s2008-00057.

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The drive to embellish and beautify our surroundings is a human motivation that bridges both culture and time. From vases to vaulted ceilings, across the globe we captivate ourselves with ornament, decorating the objects that we create, the homes we live in and the spaces in which we work and worship. Examples of decorative painting can be found from the earliest moments of man’s existence and have evolved throughout history in synchronicity with our life styles; expressing our tastes, our status, our standards and values. However, beyond taste, style and the general human desire to beautify,
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Stanga, Chiara. "CRITERIA AND TOOLS TO CATALOGUE BRICK-MASONRY VAULTS. THE GIS-DATABASE OF FRAME, A FASCE AND PLANTERIAN VAULTS BETWEEN THE 16TH AND 18TH CENTURY IN NORTHERN ITALY." In ARQUEOLÓGICA 2.0 - 9th International Congress & 3rd GEORES - GEOmatics and pREServation. Editorial Universitat Politécnica de Valéncia, 2021. http://dx.doi.org/10.4995/arqueologica9.2021.12084.

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The paper describes a proposal for criteria and tools to catalogue brick-masonry vaulted systems in Northern Italy between the 16th and 18thcenturies. Along with the standard geometric typologies, three novel parameters (maîtresses voûtes, voûte sur le plan d'une autre voûte, constructive features) are proposed to include the constructive features in the vault taxonomy. The novel parameters help catalogue three vaulting types that can be considered the metamorphosis of cloister vaults: frame, a fasce, and planterian vaults. The database was realized in MS Access and then imported into QGIS 3.1
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López García, Esmeralda. "La mediterraneidad en la obra de Le Corbusier. La bóveda catalana lecorbuseriana: Influencias y evolución." In LC2015 - Le Corbusier, 50 years later. Universitat Politècnica València, 2015. http://dx.doi.org/10.4995/lc2015.2015.527.

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Resumen: Le Corbusier durante gran parte de su vida busca volver la vista hacia las tradiciones mediterráneas. Con el fin de desvelar la arquitectura y el paisaje españoles, realiza un gran número de viajes en tren y coche a lo largo de su territorio y será durante su visita a Barcelona en 1928 cuando nace su interés por la técnica de la bóveda catalana. Es una época de su carrera en la que empieza a interesarse por métodos de construcción y materiales tradicionales. Para el arquitecto la bóveda catalana es un sistema con grandes posibilidades formales y una gran flexibilidad frente a su senci
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Mileto, Camila, Fernando Vegas López-Manzanares, and Salvador Tomás Márquez. "La recuperación de los espacios abovedados del Castillo de Petrés (Valencia, España)." In FORTMED2024 - Defensive Architecture of the Mediterranean. Universitat Politàcnica de València, 2024. http://dx.doi.org/10.4995/fortmed2024.2024.17941.

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The Castle of Petrés (Valencia, Spain) was built and renovated in several phases between the 15th and 20th centuries when, in the first half of the 20th century, its upper part was dismantled, leaving it in ruins. Today, the ground and underground floors of this old palace-fortress are still preserved. After producing a preliminary survey, several studies and a master plan, various phases of intervention have been carried out in different parts of the complex with extensive archaeological excavations that have made it possible to find some previously unknown storage and dungeon spaces. In the
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Le Corvec, Véronique, Patrick Lézin, and François-Baptiste Cartiaux. "Static and Dynamic Monitoring of the Notre Dame de Paris Cathedral." In 5th Joint International Symposium on Deformation Monitoring. Editorial de la Universitat Politècnica de València, 2022. http://dx.doi.org/10.4995/jisdm2022.2022.13866.

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During the fire which took place on 15th April 2019, the Cathedral of Notre Dame de Paris underwent extensive structural damages: most of the roof was destroyed, part of the stone vaulted ceiling collapsed, and the wooden framework of the north tower was partially burned. After the fire, a list of actions was carried on in order to secure the remaining structure, prevent any further damage and start the rehabilitation. Very early on, a monitoring system was used to assist the project manager in these tasks. With the progress of site works, the monitoring system was updated to provide more insi
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Sandell, John, and Emmanouil Vermisso. "Vaults versus Memorials: Evoking Fiction in the Architectural Drawing." In 110th ACSA Annual Meeting Paper Proceedings. ACSA Press, 2022. http://dx.doi.org/10.35483/acsa.am.110.19.

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Part of a comprehensive studio design project, the exercise presented in this paper is a vehicle to investigate design thinking processes and how students construct intentions. The theme is the book and media. The semester’s project begins with seminars on the history of books. The discussion delves into a book’s craftsmanship and as a symbol for embodied knowledge and progresses to the roles books have played in society. Expanding the theme, discussion leads to the question of a book’s preservation (vault) or its destruction in a digital society (memorial). The exercise is contingent upon the
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Reports on the topic "Tile vaults"

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Mihalczo, J. T., L. D. Phillips, G. D. Ellis, and T. E. Valentine. Neutron transmission properties of concrete for a HEU storage vault from time of flight transmission measurements with a {sup 252}Cf source. Office of Scientific and Technical Information (OSTI), 1994. http://dx.doi.org/10.2172/183135.

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