000021941 001__ 21941
000021941 005__ 20170622131312.0
000021941 04107 $$aeng
000021941 046__ $$k2017-06-15
000021941 100__ $$aÇaktı, Eser
000021941 24500 $$aSEISMIC BEHAVIOR OF THE EDIRNEKAPI MIHRIMAH SULTAN MOSQUE IN ISTANBUL

000021941 24630 $$n6.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000021941 260__ $$bNational Technical University of Athens, 2017
000021941 506__ $$arestricted
000021941 520__ $$2eng$$aThe Mihrimah Sultan Mosque in Edirnekapı, Istanbul is a 16th century building by Architect Sinan. The building was damaged in the earthquakes of 1719, 1766, 1814, 1894 and 1999 during which many masonry buildings in the city were also affected as indicated by historical records. A large earthquake is expected to hit Istanbul in the near future. For this reason, evaluation of the earthquake safety of Istanbul’s historical structures is very important. This paper dwells on our studies on the Mihrimah Sultan mosque, which can be summarized under three main titles: (1) Structural analyses; (2) Structural health monitoring; and (3) Assessments using non-destructive testing methods. The structural analyses were carried out with the help of finite and distinct element methods. They involved linear and non-linear analyses under real and simulated earthquakes representative of local earthquake hazard conditions. The damage and collapse mechanisms of the elements of the mosque were investigated. The structural health monitoring system is a 27-channel accelerometric network, the data from which were used to assess the dynamic response properties under recorded earthquakes as well as to investigate the effect of atmospheric conditions on structural response. Ultrasonic tests were carried out in different sections of the minaret. For monitoring static structural deformations, 3D laser scanning technology is employed. The scanning campaigns are repeated periodically under normal conditions. The system is envisaged to be used as the main tool in the assessment of the extent of earthquake damage in case a seismic event affects the structure.

000021941 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000021941 653__ $$a

000021941 7112_ $$aCOMPDYN 2017 - 6th International Thematic Conference$$cRhodes Island (GR)$$d2017-06-15 / 2017-06-17$$gCOMPDYN2017
000021941 720__ $$aÇaktı, Eser$$iErcan, Tülay$$iDar, Emrullah$$iSaygılı, Özden
000021941 8560_ $$ffischerc@itam.cas.cz
000021941 8564_ $$s116844$$uhttps://invenio.itam.cas.cz/record/21941/files/18411.pdf$$yOriginal version of the author's contribution as presented on CD, section: [MS25] Computational Strategies for the seismic assessment of Cultural Heritage Masonry Structures
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000021941 962__ $$r21500
000021941 980__ $$aPAPER