000019122 001__ 19122
000019122 005__ 20170118182300.0
000019122 04107 $$aeng
000019122 046__ $$k2017-01-09
000019122 100__ $$aOliveira, Carlos S
000019122 24500 $$aNon-Linear Earthquake Response of Three Minarets in Istanbul

000019122 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019122 260__ $$b
000019122 506__ $$arestricted
000019122 520__ $$2eng$$aMinarets are important elements of mosques. These slender structures have suffered notable damage as a result of past earthquakes. In this paper three historical masonry minarets located in Istanbul, Turkey are studied in the inelastic range using the Discrete Element Method. They are the minarets of the Hagia Sophia Museum, Süleymaniye Mosque and Mihrimah Sultan Mosque. The selected minarets are 16th century structures having different heights and body diameters. Dynamic behavior is simulated by means of ten different loading configurations as real and simulated earthquake time histories. Nonlinear dynamic response is characterized by the relative horizontal and normal dislocations of adjacent drums along the minaret body, as well as by its top displacement, all normalized by the body diameter. Damage patterns and collapse mechanisms are studied.

000019122 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019122 653__ $$aslender structures; masonry; nonlinear dynamic modeling

000019122 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019122 720__ $$aOliveira, Carlos S$$iLemos, Jose V$$iCakti, Eser$$iSaygili, Ozden
000019122 8560_ $$ffischerc@itam.cas.cz
000019122 8564_ $$s607028$$uhttps://invenio.itam.cas.cz/record/19122/files/2903.pdf$$yOriginal version of the author's contribution as presented on USB, paper 2903.
000019122 962__ $$r16048
000019122 980__ $$aPAPER