{"id":8625,"date":"2021-02-08T20:31:39","date_gmt":"2021-02-08T19:31:39","guid":{"rendered":"http:\/\/www.s2x.it\/en\/?page_id=8625"},"modified":"2021-02-18T21:34:44","modified_gmt":"2021-02-18T20:34:44","slug":"kerkira-greece","status":"publish","type":"page","link":"https:\/\/www.s2x.it\/en\/kerkira-greece\/","title":{"rendered":"Kerkira (Greece)"},"content":{"rendered":"\n
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\n  Customer:<\/b><\/font><\/span>\n Politecnico di Bari<\/i><\/font>\n

\n  Site:<\/b><\/font><\/span>\n Kerkira, Greece<\/i><\/font>\n

\n  Project title:<\/b><\/font><\/span>\n Seismic vulnerability assessment of   two masonry buildings in compliance with the Greek   seismic code<\/i><\/font>\n

\n  Year:<\/b><\/font><\/span>\n 2014<\/i><\/font>\n

\n  Tags:<\/b><\/font><\/span>\n OMA, Seismic vulnerability<\/i><\/font>\n

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\n\"facebook\"<\/a>\u2003 \"facebook\"<\/a>\u2003 \"facebook\"<\/a>\n<\/p>\n<\/div>\n\n\n\n

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The S2X Team carried out the seismic vulnerability assessment of two masonry buildings (the Annunziata Tower and the City Hall) in Kerkira, Greece, taking advantage also of the results of output-ony modal identification tests. The assessment has been carried out in compliance with the Greek seismic code; collapse mechanisms were analyzed and fragility curves were estimated.<\/p>\n\n\n\n<\/div>\n<\/div>\n<\/div>\n\n\n\n
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