000013142 001__ 13142
000013142 005__ 20161114160329.0
000013142 04107 $$aeng
000013142 046__ $$k2009-06-22
000013142 100__ $$aJuan, Murcia-Delso
000013142 24500 $$aSeismic safety analysis of historical masonry structures using a damage constitutive model

000013142 24630 $$n2.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000013142 260__ $$bNational Technical University of Athens, 2009
000013142 506__ $$arestricted
000013142 520__ $$2eng$$aStructural analysis of two important Gothic constructions in Spain (Santa Maria del Mar Church in Barcelona and Mallorca Cathedral at Palma) has been performed. A 3D Finite Element model of a typical bay for each building has been adopted in conjunction with a tension-compression distributed damage model. Nonlinear analysis both for vertical gravity load and lateral seismic load has been carried out, taking advantage of recent precise data about the morphology of the structures. The capacity curve obtained for seismic load has been considered for the use of the Capacity Spectrum Method (CSM) in order to estimate the damage level under the expected seismic ground motion. The results show acceptable resistance capacities with reduced damage levels in both buildings for the design earthquake.

000013142 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000013142 653__ $$aHistorical Constructions, Tension-Compression Distributed Damage Model, Pushover Analysis, Capacity Spectrum Method. Abstract. Structural analysis of two important Gothic constructions in Spain (Santa Maria del Mar Church in Barcelona and Mallorca Cathedral at Palma) has been performed. A 3D Finite Element model of a typical bay for each building has been adopted in conjunction with a tension-compression distributed damage model. Nonlinear analysis both for vertical gravity load and lateral seismic load has been carried out, taking advantage of recent precise data about the morphology of the structures. The capacity curve obtained for seismic load has been considered for the use of the Capacity Spectrum Method (CSM) in order to estimate the damage level under the expected seismic ground motion. The results show acceptable resistance capacities with reduced damage levels in both buildings for the design earthquake.

000013142 7112_ $$aCOMPDYN 2009 - 2nd International Thematic Conference$$cIsland of Rhodes (GR)$$d2009-06-22 / 2009-06-24$$gCOMPDYN2009
000013142 720__ $$aJuan, Murcia-Delso$$iAjoy Kumar, Das$$iPere, Roca
000013142 8560_ $$ffischerc@itam.cas.cz
000013142 8564_ $$s775035$$uhttps://invenio.itam.cas.cz/record/13142/files/CD192.pdf$$yOriginal version of the author's contribution as presented on CD, section: Computational assessment of seismic performance of masonry structures - ii (MS).
000013142 962__ $$r13074
000013142 980__ $$aPAPER