000015849 001__ 15849
000015849 005__ 20161115135331.0
000015849 04107 $$aeng
000015849 046__ $$k2013-06-12
000015849 100__ $$aKarantoni, F.
000015849 24500 $$aSeismic Assessment of a Non - Symmetric Stone Masonry Building With Flexible Floors

000015849 24630 $$n34.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000015849 260__ $$bNational Technical University of Athens, 2013
000015849 506__ $$arestricted
000015849 520__ $$2eng$$aFor the rehabilitation of a 150 years old water mill, seismic assessment was necessary. According to provisions of Eurocode 8, Part 3, it is not applicable to stone masonry buildings. However, due to the lack of a code in force for this type of structures, it was applied to a structure consisted of two buildings which share the adjacent wall. Three alternatives for the simulation of the cooperation of the common wall is considered and also the two alternative analysis methods compatible with the limited knowledge level which was obtained, the lateral force method and the response spectrum modal method is used. The inconsistencies of the code with relevant structures are pointed out and results for each case and analysis method in terms of demanded relative drifts are compared to capacity of the masonry. The main conclusion is that the large gap of codes in force must be filled otherwise the existing non-monumental stone masonry structures will stay unprotected if their strengthening will become a process which demands explicit calculations and inspection works of high cost.

000015849 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000015849 653__ $$amasonry buildings, strengthening, seismic assessment, relative drift, flexible floor

000015849 7112_ $$aCOMPDYN 2013 - 4th International Thematic Conference$$cIsland of Kos (GR)$$d2013-06-12 / 2013-06-14$$gCOMPDYN2013
000015849 720__ $$aKarantoni, F.$$iManalis, I.C.
000015849 8560_ $$ffischerc@itam.cas.cz
000015849 8564_ $$s1458840$$uhttps://invenio.itam.cas.cz/record/15849/files/1553.pdf$$yOriginal version of the author's contribution as presented on CD, section: CD-MS 18  SEISMIC ASSESSMENT OF HERRITAGE STRUCTURES AND MONUMENTS THROUGH SIMULATION
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000015849 962__ $$r15525
000015849 980__ $$aPAPER