000013357 001__ 13357
000013357 005__ 20161114160337.0
000013357 04107 $$aeng
000013357 046__ $$k2009-06-22
000013357 100__ $$aVintzileou E., N.
000013357 24500 $$aTowards a reliable prediction of the seismic behaviour of historic structures: the importance of structural survey

000013357 24630 $$n2.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000013357 260__ $$bNational Technical University of Athens, 2009
000013357 506__ $$arestricted
000013357 520__ $$2eng$$aThis paper illustrates the major significance of the identification and thorough study of the bearing system of historic structures. Using some examples, such as the behaviour of three-leaf masonry, the effect of materials used for deep re-jointing on the mechanical properties and the failure mode of masonry, as well as the effect of timber ties, the paper shows that the assessment of the actual state of a historic structure, as well as the prediction of its behaviour cannot be made in a reliable way, unless the bearing structure (including in-situ materials, construction type of masonry, interconnection of structural members) are identified, surveyed and investigated. Experimental and analytical results are presented to support the views expressed in this paper.

000013357 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000013357 653__ $$aMasonry, three-leaf masonry, in-time behaviour, in-plane shear, deep re-jointing, out-of-plane bending, timber-reinforced masonry, timber ties. Abstract. This paper illustrates the major significance of the identification and thorough study of the bearing system of historic structures. Using some examples, such as the behaviour of three-leaf masonry, the effect of materials used for deep re-jointing on the mechanical properties and the failure mode of masonry, as well as the effect of timber ties, the paper shows that the assessment of the actual state of a historic structure, as well as the prediction of its behaviour cannot be made in a reliable way, unless the bearing structure (including in-situ materials, construction type of masonry, interconnection of structural members) are identified, surveyed and investigated. Experimental and analytical results are presented to support the views expressed in this paper.

000013357 7112_ $$aCOMPDYN 2009 - 2nd International Thematic Conference$$cIsland of Rhodes (GR)$$d2009-06-22 / 2009-06-24$$gCOMPDYN2009
000013357 720__ $$aVintzileou E., N.
000013357 8560_ $$ffischerc@itam.cas.cz
000013357 8564_ $$s700469$$uhttps://invenio.itam.cas.cz/record/13357/files/CD528.pdf$$yOriginal version of the author's contribution as presented on CD, section: Seismic behaviour of monuments - i (MS).
000013357 962__ $$r13074
000013357 980__ $$aPAPER