Browsing by Author "Benedetti, Andrea"
Now showing items 1-17 of 17
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Analisi di strutture murarie rinforzate con FRP attraverso modelli reticolari non lineari
(Pitágora, 2009)
Conference report
Restricted access - publisher's policyNell’articolo si affronta il tema della valutazione di affidabilità sismica di strutture ordinarie di muratura anche rinforzate con polimeri CFRP. La valutazione dell’efficienza di interventi di consolidamento ed altresì ... -
Analisi pushover di ponti in muratura
(2006)
Conference report
Restricted access - publisher's policyI ponti ad arco in muratura sono assai diffusi nella rete infrastrutturale nazionale; si tratta di opere costruite per lo più nel secolo scorso, che svolgono tuttora la propria attività a pieno regime. Il recente adeguamento ... -
Combining Brazilian tests on masonry cores and double punch tests for the mechanical characterization of historical mortars
(2016-06)
Article
Open AccessThis research presents a novel integrated methodology for the experimental characterization of historical mortars, including different types of laboratory tests. Different experimental tests on lime mortar brickwork were ... -
Comparison of seismic assessment procedures for masonry arch bridges
(2013-01)
Article
Restricted access - publisher's policyThis work delves into the seismic assessment of masonry bridges through a detailed analysis of an existing triple-arched bridge. Firstly, the effectiveness of the nonlinear static analysis is evaluated by means of a ... -
Control node identification in nonlinear seismic analysis of masonry arch bridges
(International Masonry Society, 2010)
Conference report
Restricted access - publisher's policyThe structural analysis of masonry arch bridges involves several crucial issues related to the seismic safety assessment, since the application of both static and dynamic nonlinear analyses is not trivial. The reliability ... -
Dalla raccolta dei dati all'analisi del modello nella valutazione della sicurezza sismica
(2010)
Conference report
Open AccessNella nota si presentano considerazioni e valutazioni utili a istituire un procedimento logico per la traduzione del ventaglio dei dati raccolti nello studio preliminare di una costruzione, in un modello numerico ... -
Evaluation of mortar strength in existing masonry structures through a Minor Destructive Technique
(Taylor & Francis, 2016)
Conference report
Restricted access - publisher's policyThe mechanical characterization of material components in existing masonry structures has been the topic of several research studies. Most of them are currently focusing on mortar, the most difficult material component to ... -
Experimental characterization of mortar by testing on small specimens
(IB2MaC, 2012)
Conference report
Open AccessThe experimental characterization of mortar mechanical properties in existing masonry constructions is considerably complex. Whereas bricks parameters can be assessed with a sufficient precision, the mortar properties are ... -
Interpretation of experimental tests on small specimens of historical mortars
(2012)
Conference report
Restricted access - publisher's policy -
L’uso di materiali innovativi nell’adeguamento sismico di strutture in muratura
(Centro Internazionale di Aggiornamento Sperimentale-Scientifico, 2010)
Conference report
Restricted access - publisher's policyLa problematica della sicurezza degli edifici di uso pubblico è diventata oggigiorno un tema cruciale, alla luce delle nuove normative sismiche e dei recenti terremoti avvenuti in Italia. I progettisti sono pertanto chiamati ... -
Masonry properties determination via splitting tests on cores with a rotated mortar layer
(I¿stanbul Technical University, 2008)
Conference report
Restricted access - publisher's policyThe in situ evaluation of the masonry mechanical properties is a very complicated task. Since in general extracting a significant masonry specimen is not possible at all, alternative methods look for the solution by combining ... -
Mechanical characterization of historical masonry by core drilling and testing of cylindrical samples
(2016-04)
Article
Open AccessThis paper presents an experimental study aimed at the characterization of the mechanical behaviour of existing masonry. The research proposes a methodology based on the in-situ core drilling of existing masonry members, ... -
Non linear reticular models for unreinforced and reinforced masonry analyses
(International Masonry Society, 2010)
Conference report
Restricted access - publisher's policyAssessing the collapse load for complex masonry structures, such as historic monuments, is a very hard task and looking for a reliable and suitable procedure considering all the available numerical techniques is still ... -
Repair and strengthening of R/C bridges degraded by environmental actions and pollution
(2012)
Conference report
Restricted access - publisher's policyMany bridges all around the world experience very hard environmental conditions, and due to the irregular maintenance effort, show different problems of cracking, concrete cover detachment and steel reinforcement wear and ... -
Repair and strengthening with FRP of damaged bridge R/C slabs
(2007)
Conference report
Restricted access - publisher's policyThe object of the present study is a viaduct, known as "Fornello", of the Orte-Ravenna highway (E45), Italy, managed by the National Organization for Highways (ANAS). -
Torque Penetrometric Test for the in-situ characterisation of historical mortars: fracture mechanics interpretation and experimental validation
(2017-12)
Article
Open AccessThe assessment of historical structures requires appropriate knowledge of the behaviour of the investigated materials. Concerning masonry, its mechanical characterisation is a challenging task, since its composite nature ... -
Vulnerabilità sismica di ponti ad arco in muratura di pietrame
(Tecnoprint, 2006)
Conference report
Open AccessI ponti ad arco in muratura sono assai diffusi nella rete infrastrutturale nazionale; si tratta di opere costruite per lo più nel secolo scorso, che svolgono tuttora la propria attività a pieno regime. Il recente adeguamento ...
