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Relevant bibliographies by topics / Groin vaults

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Academic literature on the topic 'Groin vaults'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "Groin vaults"

1

Maia Avelino, Ricardo, Antonino Iannuzzo, Tom Van Mele, and Philippe Block. "Parametric Stability Analysis of Groin Vaults." Applied Sciences 11, no. 8 (2021): 3560. http://dx.doi.org/10.3390/app11083560.

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This paper presents a parametric stability study of groin, or cross vaults, a structural element widely used in old masonry construction, particularly in Gothic architecture. The vaults’ stability is measured using the geometric safety factor (GSF), computed by evaluating the structure’s minimum thickness through a thrust network analysis (TNA). This minimum thickness is obtained by formulating and solving a specific constrained nonlinear optimisation problem. The constraints of this optimisation enforce the limit analysis’s admissibility criteria, and the equilibrium is calculated using indep

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2

McAleer, J. Philip. "Encore Lindisfarne Priory and the Problem of its Nave Vaults." Antiquaries Journal 74 (March 1994): 169–210. http://dx.doi.org/10.1017/s0003581500024422.

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An examination of at least six views of Lindisfarne Priory dating from the late eighteenth century, at which time most of the nave was still standing, led to the surprising conclusion in an earlier study that the nave was covered by groin vaults. Because of the unequivocal evidence of ribbed vaults in the choir, transept arms and crossing, as well as in the nave aisles, it would be expected that the form of the nave vault was the same. Since the evidence provided by the early views has been greeted with some scepticism, this study documents the collapse and restoration of the nave during the n

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3

López Díaz, L. F. "Bóvedas por arista de paraboloides hiperbólicos asimétricos." Informes de la Construcción 50, no. 458 (1998): 31–41. http://dx.doi.org/10.3989/ic.1998.v50.i458.877.

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4

Thurlby, Malcolm. "The Former Romanesque High Vault in the Presbytery of Hereford Cathedral." Journal of the Society of Architectural Historians 47, no. 2 (1988): 185–89. http://dx.doi.org/10.2307/990329.

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In his article on "Hereford Cathedral" published in the Archaeological Journal in 1877, Sir George Gilbert Scott suggested that the Romanesque presbytery was originally covered with a high groin vault on the basis of the suitability of the broad pilasters on the piers for supporting transverse arches of such a vault. While Scott's case for a high vault has been generally accepted, it has not been seriously tested through a detailed examination of the fabric. This note presents new evidence in the masonry above the eastern crossing arch in support of a Romanesque high vault, considers the manne

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Albuerne, Alejandra. "The Stability of the Basilica of Maxentius in Rome." Advanced Materials Research 133-134 (October 2010): 325–30. http://dx.doi.org/10.4028/www.scientific.net/amr.133-134.325.

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The Basilica of Maxentius in Rome features the largest opus caementicium vaults known to have been constructed in the Roman Empire. The present paper presents a structural reconstruction of the building and initial stability analysis of its original geometry. The barrel vaults and groin vaults are analysed, together with the stability of the supporting and buttressing elements. This initial study yields that the original construction was stable. However, two of the three naves of the Basilica have collapsed and further study will be necessary for determining the causes of such structural failu

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Silvestri, Stefano, Simonetta Baraccani, Dora Foti, et al. "Shaking table testing of groin vaults made by 3D printers." Soil Dynamics and Earthquake Engineering 150 (November 2021): 106880. http://dx.doi.org/10.1016/j.soildyn.2021.106880.

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7

Lengyel, G., and K. Bagi. "Numerical analysis of the mechanical role of the ribs in groin vaults." Computers & Structures 158 (October 2015): 42–60. http://dx.doi.org/10.1016/j.compstruc.2015.05.032.

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8

Lengyel, Gábor, and Róbert Károly Németh. "The Mechanical Behavior of Ribs in Masonry Groin Vaults Subjected to Seismic Load." International Journal of Architectural Heritage 13, no. 6 (2018): 886–900. http://dx.doi.org/10.1080/15583058.2018.1491652.

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Saura-Gómez, Pascual, Yolanda Spairani-Berrio, Jose Antonio Huesca-Tortosa, Silvia Spairani-Berrio, and Carlos Rizo-Maestre. "Advances in the Restoration of Buildings with LIDAR Technology and 3D Reconstruction: Forged and Vaults of the Refectory of Santo Domingo de Orihuela (16th Century)." Applied Sciences 11, no. 18 (2021): 8541. http://dx.doi.org/10.3390/app11188541.

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This research presents a new intervention methodology on arches and vaults of a Renaissance factory in the Colegio Santo Domingo de Orihuela (16th century) using 3D software LIDAR technology that verifies the execution process of the works studying the different charges states and structure behavior. This document aims to explain a working methodology in the monitoring of structural repair interventions in the architectural heritage, in the specific case of the replacement of traditional one-way timber joist frame slabs on structures of former, splay and groin arches between vaults. This invol

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Fagone, Mario, Tommaso Rotunno, and Silvia Briccoli Bati. "The Groin Vaults of St. John Hospital in Jerusalem: An Experimental Analysis on a Scale Model." International Journal of Architectural Heritage 10, no. 7 (2016): 903–18. http://dx.doi.org/10.1080/15583058.2016.1158331.

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Dissertations / Theses on the topic "Groin vaults"

1

Goy, Cristina. "Displacement Data Processing and FEM Model Calibration of a 3D-Printed Groin Vault Subjected to Shaking-Table Tests." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2020. http://amslaurea.unibo.it/20061/.

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The present thesis is part of the wide work required by the SEBESMOVA3D (SEeismic BEhavior of Scaled MOdels of groin VAults made by 3D printers) project whose first motivation is the preservation of the cultural heritage in case of seismic events. Therefore, the main topic of the thesis is the analysis of the seismic response of scaled models of groin vaults, made of plastic 3D printed bricks filled with mortar, and subjected to shaking table tests performed at the EQUALS laboratory of the University of Bristol. The work has been developed on two parallel binaries: the processing of the displ

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2

Pezzi, Luigi. "Advanced numerical modeling of masonry vaulted structures based on BIM parametric geometry generation." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2021.

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Vaults are an architectural element which during construction history have been built with a great variety of different materials, shapes, and sizes. The shape of these structural elements was often dependent by the necessity to cover complex spaces, by the needed loading capacity, or by architectural aesthetics. Within this complex scenario masonry patterns generates also different effects on loading capacity, load percolation and stiffness of the structure. These effects were been extensively investigated, both with empirical observations and with modern numerical methods. While most of them

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3

Ochoa, Roman Jacqueline Vanessa. "Shaking table tests and DEM numerical modelling of a 3D-printed groin vault." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2019.

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Preserving monumental historic buildings has not been an easy task due to their high vulnerability to seismic events. Throughout the years, several studies have tried to predict their behavior with the use of different numerical models, but the response is such complex that it remains a challenge. One of the trending tools to simulate masonry is the Discrete Element Model (DEM), but unfortunately few researches have implemented the physical simulation to validate the numerical results, and that is the main motivation of this study, which aims to contribute to the better understanding of mason

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4

Ragnucci, Beatrice. "Data analysis of collapse mechanisms of a 3D printed groin vault in shaking table testing." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2021. http://amslaurea.unibo.it/22365/.

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The aim of this novel experimental study is to investigate the behaviour of a 2m x 2m model of a masonry groin vault, which is built by the assembly of blocks made of a 3D-printed plastic skin filled with mortar. The choice of the groin vault is due to the large presence of this vulnerable roofing system in the historical heritage. Experimental tests on the shaking table are carried out to explore the vault response on two support boundary conditions, involving four lateral confinement modes. The data processing of markers displacement has allowed to examine the collapse mechanisms of the vaul

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5

Pilař, Vlastimil. "Návrh zásobníku pro obilí." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2010. http://www.nusl.cz/ntk/nusl-228996.

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The goal of the Master thesis is to design a grain container. The thesis involves a possible method of grain storage depending on the quality and condition of the grain and also the ways of filling and emptying the container with all the problems that might occur. The thesis deals for example with a possibility of occurrence of vault and with it associated change of state of stress, or with the pressure surges in the container. The thesis involves an analysis of an appropriate construction solution, a design of the main dimensions of the container and a test calculation of the container ´s str

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Books on the topic "Groin vaults"

1

Abandoned Manitoba: From Residential Schools to Bank Vaults to Grain Elevators. Great Plains Publications, 2016.

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Book chapters on the topic "Groin vaults"

1

Buchanan, Alexandrina, James Hillson, and Nicholas Webb. "Groins and Ribs." In Digital Analysis of Vaults in English Medieval Architecture. Routledge, 2021. http://dx.doi.org/10.4324/9781351011297-2.

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Vitali, Marco. "Parametric Modelling and Geometry for the Study of Groins in Compound Vaults." In Advances in Intelligent Systems and Computing. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-95588-9_97.

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Baggio, C., and P. Trovalusci. "3D Limit Analysis of Roman groin vaults." In Brick and Block Masonry. CRC Press, 2016. http://dx.doi.org/10.1201/b21889-128.

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Gaetani, A., G. Monti, A. Paolone, P. B. Lourenço, and G. Milani. "Seismic capacity of masonry groin vaults through upper bound limit analysis." In Structural Analysis of Historical Constructions: Anamnesis, Diagnosis, Therapy, Controls. CRC Press, 2016. http://dx.doi.org/10.1201/9781315616995-204.

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5

"groin vault." In Sir Banister Fletcher Glossary. © the Royal Institute of British Architects (RIBA) and the University of London, 2018. http://dx.doi.org/10.5040/9781350122741.1001041.

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6

"The Pointed Arch and Groin Vault in Northern Italy." In Design and Construction in Romanesque Architecture. Cambridge University Press, 2003. http://dx.doi.org/10.1017/cbo9780511497704.003.

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7

"The Pointed Arch and Groin Vault at the Beginning of the Eleventh Century in Burgundy." In Design and Construction in Romanesque Architecture. Cambridge University Press, 2003. http://dx.doi.org/10.1017/cbo9780511497704.004.

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8

"The Pointed Arch and Groin Vault in Burgundy at the End of the Eleventh Century." In Design and Construction in Romanesque Architecture. Cambridge University Press, 2003. http://dx.doi.org/10.1017/cbo9780511497704.005.

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Conference papers on the topic "Groin vaults"

1

Perojević, Snježana, and Branislav Trifunović. "The Aquila tower: a part of the Renaissance coastal defence system of Pučišća." In FORTMED2020 - Defensive Architecture of the Mediterranean. Universitat Politàcnica de València, 2020. http://dx.doi.org/10.4995/fortmed2020.2020.11423.

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At the end of the fifteenth century the Ottoman Empire won the land at the middle of the eastern side of the Adriatic, between the town of Omiš and the Neretva River. Thus exposing the northern settlements of the island of Brač, which were under the Venetian Administration at the time, to immediate danger from the Turkish invasion. The settlement of Pučišća was particularly vulnerable. Therefore, the settlement was intensively fortified, and a series of thirteen individual small coastal towers was built, after which the entire settlement was named Castello Pucischia in 1600. One of these tower

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