000013600 001__ 13600
000013600 005__ 20161114165848.0
000013600 04107 $$aeng
000013600 046__ $$k2011-05-25
000013600 100__ $$aGiannopoulos, I.
000013600 24500 $$aEarthquake Resistant Design of Masonry Structural Systems

000013600 24630 $$n3.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000013600 260__ $$bNational Technical University of Athens, 2011
000013600 506__ $$arestricted
000013600 520__ $$2eng$$aMasonry structures are complicated structures and there is, currently, a lack of knowledge and information concerning the behaviour of their structural system under seismic loading. Successful modeling of a masonry structure is a prerequisite for a reliable earthquake resistant design. However, modeling a real structure to a robust quantitative (mathematical) representation is a very difficult and complicated task. This paper is presenting a contribution toward a solution of the problem. A new methodology for earthquake resistant design of masonry structural systems, either before or after their repair and/or strengthening is presented. The whole process is illustrated using the case study of a typical 4-storey masonry structure of the city of Patras in Greece.

000013600 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000013600 653__ $$aMasonry structures, earthquake resistance design, failure criterion, failure surface

000013600 7112_ $$aCOMPDYN 2011 - 3rd International Thematic Conference$$cIsland of Corfu (GR)$$d2011-05-25 / 2011-05-28$$gCOMPDYN2011
000013600 720__ $$aGiannopoulos, I.$$iAsteris, P.
000013600 8560_ $$ffischerc@itam.cas.cz
000013600 8564_ $$s656670$$uhttp://invenio.itam.cas.cz/record/13600/files/353.pdf$$yOriginal version of the author's contribution as presented on CD, section: RS 07 Masonry  Structures.
000013600 962__ $$r13401
000013600 980__ $$aPAPER