Zobrazeno 1 - 10
of 15
pro vyhledávání: '"L Ascione, V. Berardi"'
Autor:
CLAUDIA COMI, Alberto Corigliano, Falorni, L., Giacomo Langfelder, PAOLO MINOTTI, Tocchio, A., Valentina Zega, L Ascione, V. Berardi
Publikováno v:
Politecnico di Milano-IRIS
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::7da1935f0dab88df4a31cfe051303573
https://re.public.polimi.it/handle/11311/1052978
https://re.public.polimi.it/handle/11311/1052978
Several applications in many engineering fields need particular structural elements characterized by arbitrary and distorted geometries. Therefore, accurate and reliable tools must be developed to deal with these problems. In fact, it is well-known t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4094::e7360bfba76b0dc3528093f4259c4801
http://hdl.handle.net/11585/609438
http://hdl.handle.net/11585/609438
Autor:
Cennamo, C., Chiara, E., Serio, F., Antonio Fortunato, Gesualdo, A., Iannuzzo, A., Angelillo, M.
Publikováno v:
Scopus-Elsevier
This paper deals with masonry structures as composed by Normal Rigid No-Tension (NRNT) material. With the NRNT model the material is rigid in compression, but extensional deformations, allowed at zero energy price, can be either regular or singular;
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::04a69538f8edb0b07321d5f470fa4dd9
http://hdl.handle.net/11386/4725101
http://hdl.handle.net/11386/4725101
In this paper, experimental measurements along concrete beams, by the use of a portable "Brillouin optical time domain analysis sensor" (BOTDA) are reported. A singlemode optical fiber was attached to the beam in order to detect both tensile and comp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3977::64a7ffeb76bebc8425404758f44ef7c4
http://hdl.handle.net/11591/387372
http://hdl.handle.net/11591/387372
The homogenization of a Vierendeel girders with elastic jointsis is treated in the paper. The starting point of the proposed method is the Stephen transfer matrix analysis and the polar Timoshenko beam is adopted as equivalent continuum of the Vieren
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3730::92114b3fffb3c3e5347247dfa34fdb48
http://hdl.handle.net/11588/695347
http://hdl.handle.net/11588/695347
The Basilica of San Francesco di Paola, located at the west side of Piazza del Plebiscito, historic center of Naples, was built as a completion of the square in front of the Royal Palace by the will of King Ferdinand IV (1816), designed by the Swiss
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3977::2c256f1be25af7b277cd099740d7d4e9
http://hdl.handle.net/11591/376797
http://hdl.handle.net/11591/376797
The paper starts by announcing its goal of comparing the information about the structural analysis of two Napolitan churches. Starting from the structural behaviour of two architectural elements, the ogival arch of the arcade of the Incoronata and th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::eaa2fb60c00f207ed5ed258ddcfd632c
http://hdl.handle.net/11591/376798
http://hdl.handle.net/11591/376798
Autor:
Dimitri, R., Zavarise, G.
The prediction of the interfacial failure mechanisms for adhesively bonded joints and composite structures is a well-known issue that has been studied both theoretically and/or numerically [1,2]. Small loads usually leave an adhesive junction bonded,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::bcaf2eb112b5baf69a1f18d86edfe13f
http://www.aimeta2017.unisa.it/
http://www.aimeta2017.unisa.it/
Publikováno v:
Scopus-Elsevier
The study of the rocking response of statues and in general the objects contained within Museums, is a research topic of great interest, being part of research and policy in the more general field of Cultural Heritage. The seismic protection of build
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::6c298df45fbcab88059a9771f5f6e1db
http://hdl.handle.net/11588/688239
http://hdl.handle.net/11588/688239
Publikováno v:
Scopus-Elsevier
The lower bound theorem of limit analysis and masonry vaults made with no-tension materials is the starting point of this paper. Statically admissible stress field, concentrated on surfaces and their folds contained into the masonry vault are taken i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::2791e75bfa7d4e02339cf19bdd114bc1
http://www.scopus.com/inward/record.url?eid=2-s2.0-85045759546&partnerID=MN8TOARS
http://www.scopus.com/inward/record.url?eid=2-s2.0-85045759546&partnerID=MN8TOARS