000013358 001__ 13358
000013358 005__ 20161114160337.0
000013358 04107 $$aeng
000013358 046__ $$k2009-06-22
000013358 100__ $$aKokalanov, G.
000013358 24500 $$aNumerical analysis of byzantine church models

000013358 24630 $$n2.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000013358 260__ $$bNational Technical University of Athens, 2009
000013358 506__ $$arestricted
000013358 520__ $$2eng$$aThis report is concerned with the numerical investigations on the seismic performance of the large scale model of Byzantine church St. Nikolas in v. Psaca, Kriva Palanka, strengthened with ALSC system. In order to control the response of the large scale model during the shaking table tests performed at the IZIIS Laboratory in Skopje, a finite element model was implemented in the commercial code SOFISTIK. Different types of analysis were carried out in the preliminary phases for each step of the experimental programme. In particular, both linear and non-linear numerical models were implemented for the test phases relevant to the original and reinforced large scale model, respectively. The main aim of the preliminary analysis was to predict the behavior of the scaled model during the experiment, and to define the range of excitation in certain faze of the experiment.

000013358 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000013358 653__ $$aByzantine church, numerical analyses, strengthening, ALSC system, pushover. Abstract. This report is concerned with the numerical investigations on the seismic performance of the large scale model of Byzantine church St. Nikolas in v. Psaca, Kriva Palanka, strengthened with ALSC system. In order to control the response of the large scale model during the shaking table tests performed at the IZIIS Laboratory in Skopje, a finite element model was implemented in the commercial code SOFISTIK. Different types of analysis were carried out in the preliminary phases for each step of the experimental programme. In particular, both linear and non-linear numerical models were implemented for the test phases relevant to the original and reinforced large scale model, respectively. The main aim of the preliminary analysis was to predict the behavior of the scaled model during the experiment, and to define the range of excitation in certain faze of the experiment.

000013358 7112_ $$aCOMPDYN 2009 - 2nd International Thematic Conference$$cIsland of Rhodes (GR)$$d2009-06-22 / 2009-06-24$$gCOMPDYN2009
000013358 720__ $$aKokalanov, G.$$iStankovska, M.
000013358 8560_ $$ffischerc@itam.cas.cz
000013358 8564_ $$s1614105$$uhttps://invenio.itam.cas.cz/record/13358/files/CD529.pdf$$yOriginal version of the author's contribution as presented on CD, section: Seismic behaviour of monuments - ii (MS).
000013358 962__ $$r13074
000013358 980__ $$aPAPER