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3rd International Event – 3Muri Project: Seismic assessment strategies for masonry structuresCase studies for seismic assessment of existing mansonry structures. How to estimate the order of …Dr. Eng. Madalena Ponte, Dr. Eng. Stelios Kallioras, Eng. Paolo Comini, Prof. Eng. Alexandre Costa, Prof. Eng. Andrea Penna, Prof. Eng. M. Paola Santisi d’Avila
3muri-project casi-studio progetto-di-intervento strutture-esistenti strutture-in-muratura3muri behavior-factor ceb-masonry-building challenges-on-seismic-assessment diaphagms-stiffness ec8 existing-building flaxible-diaphragms geo-sourced-masonry greece lisbon mixed-building monastery netherland npr9998 odivelas out-of-plane-analyses petalidi seismic-assessment seismic-design single-wall-analyses stability-verification stone-masonry-building structural-analyses-software timber-masonry-steel-buildings timber-masonry-building wall-stiffnessdr-eng-madalena-ponte dr-eng-stelios-kallioras eng-paolo-comini prof-eng-alexandre-costa prof-eng-andrea-penna prof-eng-m-paola-santisi-davilawww
Utilizzo di analisi per pareti nella verifica sismica di edifici con solai flessibiliIntervento di rinforzo dei solai flessibili olandesi. 3Muri Project è il software di calcolo strutturale …Ing. Paolo Comini
3muri-project casi-studio interventi-realizzati progetto-di-intervento rinforzo-elementi-murari-interventi-realizzati3muriproject analisi-cinematismi-locali analisi-globale analisi-per-parete analisi-sismica-non-lineare capacita-sismica diaframmi-olandesi edifici-esistenti edifici-olandesi flexible-wall groningen interventi-rinforzo linee-guida-olandesi muratura npr-9998 npr-webtool pushover rigidezza-parete rigidezza-solaio solaio-flessibile soluzione-quake-shield stiff-wall taglio-base-pareti vulnerabilita-sismicaing-paolo-cominiwww
Sulla vulnerabilità sismica degli aggregati storiciQuesto articolo raccoglie un importante contributo circa la vulnerabilità sismica di edifici esistenti in aggregato. Il …Antonio Formisano, Federico M. Mazzolani, Gilda Florio, Raffaele Landolfo
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Simplified and refined methods for seismic vulnerability assessment and retrofitting of an Italian cultural heritage masonry building.(2017)A. Marzo, Antonio Formisano
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Local – and global – scale seismic analyses of historical masonry compounds in San Pio delle Camere (L’Aquila, Italy).(2017)Antonio Formisano
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Seismic Performance Based Assessment of the Arsenal de Milly of the MedievalCity of Rhodes.(2015)A. Karatzetzou, C. Negulescu and K. Gkoktsi, D. Pitilakis, S. Cattari, S. Degli Abbati
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Seismic vulnerability of building aggregates through hybrid and indirect assessment techniquesBulletin of Earthquake Engineering, pp. 1-20. (2015)Antonio Formisano, Humberto Varum, Romeu Vicente, Rui Maio
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Seismic behavior of traditional masonry buildings The relevance of effective seismic strengthening policiesInternational Conference on Recent Advances in Rehabilitation and Sustainability of Structures, RehabStructures, pp. 1-15. (2015)Romeu Vicente, Rui Maio, Tiago M. Ferreira
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Vulnerability assessment of Hassan Bey’s Mansion in RhodesBulletin of Earthquake Engineering, 13(1): 347-368. (2015)Cattari S., Karatzetzou A., Lagomarsino S., Pitilakis D.
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Performance-based assessment of the Great Mosque of AlgiersBulletin of Earthquake Engineering, 13(1): 369-388. (2015)Cattari S., Lagomarsino S., Rossi M.
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Fragility curves for old masonry building types in LisbonBulletin of Earthquake Engineering, DOI 10.1007/s10518-015-9750-1. (2015)Bento R., Cattari S., Lagomarsino S., Meireles H., Milosevic J., Simoes A.
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Modernist URM buildings of Barcelona. Seismic vulnerability and risk assessmentInternational Journal of Architectural Heritage, 9(3): 214-230. (2015)Avila-Haro J.A., Barbat A.H., Cattari S., Gonzalez-Drigo R., Lagomarsino S., Pujades L.G., Vargas Y.F.
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Seismic performance-based assessment of ‘‘Gaioleiro’’ buildingsEngineering Structures, 80: 486–500. (2014)Bento R., Cattari S., Lagomarsino S., Simoes A.
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Different analysis strategies in the structural assessment of the St. Anne of Pietra Perduca oratoryProc. SAHC2014 – 9th International Conference on Structural Analysis of Historical Constructions, Mexico City. (2014)Besana D., D’Andrea M., Prof. Ing. Andrea Penna
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Seismic assessment of the Grm castle considering different knowledge levels of the structureEngD thesis. (2014)Nina Milikič
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Comparison between a simplified approach and pushover analysis for a case study of masonry building in NaplesProceedings of the 2nd International Conference on Protection of Historical Constructions, Boğaziçi University Publishing, Istanbul, …A. Formisano, A. Maione, C. Casapulla, L.U. Argiento, R. Landolfo
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Condition and seismic risk assessment of sacral buildings in SloveniaMSc thesis. (2013)Anton Štampfl
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Seismic Performance Evaluation of a Historic Unreinforced Masonry Building StructureMsc thesis. (2013)Ueli Camathias
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Study of the seismic behavior of the Old Municipal Chambers building in Christchurch, New ZealandJournal of Earthquake Engineering 17 (3), 350-377. (2013)JM Pereira, M Uno, PB Lourenço, R Marques, W Parker
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Seismic Assessment of a Typical Masonry Residential Building in Bosnia and Herzegovina15 WCEE Lisboa (2012)Daniel V. Oliveira, Naida Ademović
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Seismic analysis and analysis of strengthening measures for the Golnik castleEngD thesis. (2012)Jure Oštrbenk
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Revitalization and seismic assessment of Tobacco museum in LjubljanaEngD thesis. (2011)Urška Stanek
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Seismic analysis of religious buildings,EngD thesis. (2011)Ana Naglič
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Experimentally supported parametric non-linear seismic analysis of stone masonry buildingEngD thesis. (2010)Patricia Cotič
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Numerical Investigations on the Seismic Response of Masonry Building AggregatesAdvanced Materials Research, 133-134: 715-720. (2010)Guido Magenes, Ilaria Senaldi, Prof. Ing. Andrea Penna
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Ex Ospedale Sant’AgostinoInterventi di riqualificazione politecnica.itStudio Lenzi & Associati
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Edificio centro storico a Mirandola Interventi post sisma 2012: riparazione e miglioramento sismicoArchivio storico del comune di Mirandola Interventi strutturali di consolidamento danni a seguito degli eventi …Studio Lenzi & Associati
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Edificio residenziale nel comune di CentoAnalisi sismica a seguito dei danni subiti per gli eventi sismici del maggio 2012 www.benedettiandpartners.itBenedetti & Partners
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Edificio in centro storico a Mirandola (MO)Interventi post sisma 2012: riparazione e miglioramento sismicoStudio Capellari
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Ripristino e miglioramento sismico dell’edificio denominato locanda Poldino, comune di Finale EmiliaSerie di incontri in cui vengono presentati esempi di interventi reali realizzati da progettisti con …Ing. Pasquale Diletto, Studio Diletto
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Interventi di miglioramento post sisma su edifici in muraturaSerie di incontri in cui vengono presentati esempi di interventi reali realizzati da progettisti con …Ing. Luca Capellari, Studio tecnico Capellari
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