000013611 001__ 13611
000013611 005__ 20161114165848.0
000013611 04107 $$aeng
000013611 046__ $$k2011-05-25
000013611 100__ $$aKouris, S.
000013611 24500 $$aStructural Analysis and Diagnosis of Masonry Towers

000013611 24630 $$n3.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000013611 260__ $$bNational Technical University of Athens, 2011
000013611 506__ $$arestricted
000013611 520__ $$2eng$$aThe Mediterranean basin is characterized by medium up-to high level of seismic hazard but historical masonry structures, as well as a large number of old, still existing buildings, have been designed only for vertical loads; they were erected according to well established rules of common practice. In countries around the Mediterranean basin the main reason for structural failure is the combination of vertical and seismic actions. Strong earthquakes caused damages or collapse of bell towers in Greece. The few survived till today masonry “slender” campaniles are of considerable age (over one hundred years) and many of them are masterpieces of architecture in the past centuries The aim of this paper is to perform an analysis of this kind of structures. The finite element program SAP 2000 has been used for the study of the dynamic response of bell towers.

000013611 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000013611 653__ $$amasonry, monument, dynamic analysis, bell-tower, seismic strengthening.

000013611 7112_ $$aCOMPDYN 2011 - 3rd International Thematic Conference$$cIsland of Corfu (GR)$$d2011-05-25 / 2011-05-28$$gCOMPDYN2011
000013611 720__ $$aKouris, S.$$iKaraveziroglou-Weber, M.
000013611 8560_ $$ffischerc@itam.cas.cz
000013611 8564_ $$s732556$$uhttps://invenio.itam.cas.cz/record/13611/files/371.pdf$$yOriginal version of the author's contribution as presented on CD, section: MS 24 Seismic Assessment of Heritage Structures and Monuments Through Simulation.
000013611 962__ $$r13401
000013611 980__ $$aPAPER