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Seismic performance of a double core RC structure

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Seismic performance of a double core RC structure

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dc.contributor.author MIRCEA, Calin
dc.contributor.author FAUR, Andrei
dc.contributor.editor Domingo Cabo, Alberto es_ES
dc.contributor.editor Lázaro Fernández, Carlos Manuel es_ES
dc.date.accessioned 2009-12-15T12:59:29Z
dc.date.available 2009-12-15T12:59:29Z
dc.date.issued 2009-12-15T12:59:29Z
dc.identifier.isbn 978-84-8363-461-5
dc.identifier.uri http://hdl.handle.net/10251/6648
dc.description p. 2887-2898 en_EN
dc.description.abstract The paper presents the conception and the seismic performance analysis of the double core RC structure for the new Transylvanian Business Centre in Sibiu, Romania. The height regime of the building is ground floor plus fifteen stories (the building is 50 m height), with two more underground levels. The earthquake resistant structure consists in two reinforced concrete cores, regular developed on the entire height of the building, and shear walls placed at the ground, first and second floors, more wide in the horizontal plane. The bearing structure is ensured by a flat slab structure. Seismic performance is assessed on the ground of European provisions for medium ductility members. The following parameters are considered: structural material properties, reinforcing systems and reinforcing ratios, confinement of concrete, insurance of the plastic potential zones, control of the axial force intensity, shear and twisting resistance and rigidity, story drifts limitation, redistribution of the internal forces and ductility in the plastic potential zones. The response spectra analysis procedure was used to approximate the dynamic response of the structural model. Modal results were combined through the Complete Quadratic Combination. Specific non-linear analyses were made through a numerical approach. en_EN
dc.language Inglés en_EN
dc.publisher Editorial Universitat Politècnica de València es_ES
dc.relation.ispartof Symposium of the International Association for Shell and Spatial Structures (50th. 2009. Valencia). Evolution and Trends in Design, Analysis and Construction of Shell and Spatial Structures : Proceedings en_EN
dc.rights Reserva de todos los derechos en_EN
dc.subject Structural conception en_EN
dc.subject Earthquake design en_EN
dc.subject Core structures en_EN
dc.subject Seismic performance en_EN
dc.subject Reinforced concrete en_EN
dc.title Seismic performance of a double core RC structure en_EN
dc.type Comunicación en congreso en_EN
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Mircea, C.; Faur, A. (2009). Seismic performance of a double core RC structure. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/6648 es_ES
dc.relation.conferencename Symposium of the International Association for Shell and Spatial Structures es_ES
dc.relation.conferencedate 2009 es_ES
dc.relation.conferenceplace Valencia es_ES


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