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Claudio INTRIGILA | Postdoctoral research fellow | Doctor ...
https://www.researchgate.net/profile/Claudio-Intrigila
Claudio INTRIGILA, Postdoctoral research fellow | Cited by 45 | of University of Rome Tor Vergata, Rome (UNIROMA2) | Read 10 publications | Contact Claudio INTRIGILA
Claudio Intrigila, Brooklyn, NY (11249) - Spokeo
https://www.spokeo.com/Claudio-Intrigila/New-York/Brooklyn/p2016051809391964743521817273476
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Claudio Intrigila - Academia.edu
https://independent.academia.edu/ClaudioIntrigila
by Claudio Intrigila In historical masonry structures, featured by dry or weak mortar joints, limit analysis of 3D assemblages of blocks represents a useful tool for the prediction of failure mechanism and collapse load.
Claudio Intrigila - Roma, Lazio, Italia | Profilo ...
https://it.linkedin.com/in/claudio-intrigila-060433110
Claudio Intrigila | Roma, Lazio, Italia | -- | 77 collegamenti | Visualizza la home page, il profilo, l’attività e gli articoli di Claudio
Virtual Modernisms. A Digital Investigation on Enrico ...
https://www.semanticscholar.org/paper/Virtual-Modernisms.-A-Digital-Investigation-on-Giannetti-Intrigila/9f3b74668cf7adba643d3333cc66764ef7030aa4
A Digital Investigation on Enrico Castiglioni Structures}, author={Ilaria Giannetti and Claudio Intrigila}, journal={Digital Modernism Heritage Lexicon}, year={2021} } I. …
The Unbuilt Musmeci Parabolic Cross Vault Reinvented as a ...
https://www.scipedia.com/wd/images/d/df/Draft_Content_303700414p1109.pdf
Claudio Intrigila, Nicola A. Nodargi and Paolo Bisegna 3 The structure is designed to be entirely built of reinforced concrete, in which the parabolic webs are self-bearing shells, and the ribs are arches with flexural stiffness that convey loads to the corner abutment pillars [1].
The unbuilt Musmeci parabolic cross vault reinvented as a ...
https://congress.cimne.com/sahc2020/admin/files/fileabstract/a1109.pdf
Claudio Intrigila, Nicola A. Nodargi and Paolo Bisegna Department of Civil Engineering and Computer Science University of Rome Tor Vergata via del Politecnico 1, 00133 Rome, Italy e-mail: {intrigila, nodargi, bisegna}@ing.uniroma2.it ABSTRACT In 1954 the Italian engineer Sergio Musmeci (1926-1981) conceived a reinforced concrete parabolic
Limit Analysis of Dry Masonry Block Structures with Non ...
https://link.springer.com/chapter/10.1007/978-3-030-48834-5_5
Claudio Intrigila; Paolo Bisegna; Chapter. First Online: 17 July 2020. 1 Citations; 216 Downloads; Part of the Lecture Notes in Applied and Computational Mechanics book series (LNACM, volume 95) Abstract. The limit analysis of dry-masonry block structures with non-associative Coulomb friction is formulated as a Mixed Complementarity Problem ...
Structural Analysis of Historical ... - Civil MDC - Civil MDC
https://civilmdc.com/2021/05/21/structural-analysis-of-historical-constructions-an-interdisciplinary-approach-by-rafael-aguilar-daniel-torrealva-susana-moreira-miguel-a-pando-luis-f-ramos/
Square Cross Vaults on Spreading Supports (Claudio Intrigila, Nicola Antonio Nodargi, Paolo Bisegna)….Pages 1045-1053 Effects of Degrading Mechanisms on Masonry Dynamic Response (Daniela Addessi, Cristina Gatta, …
(PDF) COMPARING MULTI-SOURCE …
https://www.researchgate.net/publication/313942444_COMPARING_MULTI-SOURCE_PHOTOGRAMMETRIC_DATA_DURING_THE_EXAMINATION_OF_VERTICALITY_IN_A_MONUMENTAL_TOWER
Claudio Intrigila; Fabio Piccinini; Giovanni Caruso; The results of multidisciplinary research carried out on the Byzantine Stylite Tower in Umm ar-Rasas archaeological site (Jordan) are presented ...
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