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International Journal of Computer Mathematics Volume 84, 2007 - Issue 3
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Original Articles

Evaluation of the damage in the vault and portico of the pre-Romanesque chapel of San Salvador de Valdediós using frictional contacts and the finite-element method

J. J. Del Coz Díaz Department of Construction, University of Oviedo, EPSIG, Gijón, Asturias, SpainCorrespondence[email protected]
,
P. J. García Nieto Department of Mathematics, University of Oviedo, Faculty of Science, Oviedo, Asturias, Spain
,
A. Lozano Martínez-Luengas Department of Construction, University of Oviedo, EPSIG, Gijón, Asturias, Spain
&
F. P. álvarez Rabanal Department of Construction, University of Oviedo, EPSIG, Gijón, Asturias, Spain
Pages 377-393 | Received 15 Sep 2006, Accepted 28 Dec 2006, Published online: 17 May 2007

Citations (10)

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Read on this site (2)

Gianni Bartoli, Michele Betti & Claudio Borri. (2015) Numerical Modeling of the Structural Behavior of Brunelleschi’s Dome of Santa Maria del Fiore. International Journal of Architectural Heritage 9:4, pages 408-429.
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Juan José Del Coz Diaz, Paulino José García Nieto, Felipe Pedro Álvarez Rabanal & Alfonso Gerónimo Lozano Martínez-Luengas. (2012) Optimization Based on Design of Experiments (DOE) Using Finite Element Model (FEM) Analysis Applied to Retrofitting the Church of Baldornon, Spain. International Journal of Architectural Heritage 6:4, pages 436-451.
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Articles from other publishers (8)

Gianni BartoliMichele BettiCarlo BlasiFederica OttoniMassimo ColiEmanuele MarchettiMaurizio Ripepe. (2016) Synergistic and Interdisciplinary Approaches for the Conservation of Monumental Heritage: Cupola of Santa Maria del Fiore in Florence, Italy. Journal of Performance of Constructed Facilities 30:4.
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Michele Betti, Luciano Galano & Andrea Vignoli. 2016. Earthquakes and Their Impact on Society. Earthquakes and Their Impact on Society 377 415 .
A. Ayensa, B. Beltrán, E. Ibarz & L. Gracia. (2015) Application of a new methodology based on Eurocodes and finite element simulation to the assessment of a romanesque church. Construction and Building Materials 101, pages 287-297.
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Hamzeh ShakibAliReza MirjaliliSadegh DardaeiAli Mazroei. (2015) Experimental Investigation of the Seismic Performance of Retrofitted Masonry Flat Arch Diaphragms. Journal of Performance of Constructed Facilities 29:4.
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Andrew D. SorensenEce Erdogmus. (2015) Horizontal Support Displacement of a Thin-Tile Masonry Dome: Experiments and Analysis. Journal of Performance of Constructed Facilities 29:2.
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Bora GencturkT. R. S. MullapudiSami A. KilicMustafa Erdik. (2014) Capacity Assessment of the Titus Tunnel Bridge Using Analytical and Numerical Techniques. Journal of Performance of Constructed Facilities 28:2, pages 349-362.
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Michele Betti, Luciano Galano & Andrea Vignoli. (2014) Comparative analysis on the seismic behaviour of unreinforced masonry buildings with flexible diaphragms. Engineering Structures 61, pages 195-208.
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J.J. del Coz Díaz, P.J. García Nieto, A. Lozano Martínez-Luengas & J.L. Suárez Sierra. (2010) A study of the collapse of a WWII communications antenna using numerical simulations based on design of experiments by FEM. Engineering Structures 32:7, pages 1792-1800.
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