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dc.contributor.authorMuj, Samuel-
dc.contributor.authorGîrbaciu, Cristian-
dc.date.accessioned2020-03-31T08:53:42Z-
dc.date.accessioned2021-03-01T08:48:17Z-
dc.date.available2020-03-31T08:53:42Z-
dc.date.available2021-03-01T08:48:17Z-
dc.date.issued2010-
dc.identifier.citationMuj, Samuel. Ductile design, strong columns. Timişoara: Editura Politehnica, 2010en_US
dc.identifier.urihttp://primo.upt.ro:1701/primo-explore/search?query=any,contains,Ductile%20design,%20strong%20columns&tab=default_tab&search_scope=40TUT&vid=40TUT_V1&lang=ro_RO&offset=0 Link Primo-
dc.description.abstractIn a lot of cases in the structural design for civil structures, the architectural design gives the shape of the structure. The same case is when the structure has the circular columns with frames on both directions. We are in a seismic zone, where are necessary to analyze the structure having a ductile design and the structure shall provide an adequate energy dissipation capacity. The structure must respect the conditions from P100-2006 Norm, point 5.2.3.3.2, for a ductile behavior.en_US
dc.language.isoenen_US
dc.publisherTimişoara: Editura Politehnicaen_US
dc.relation.ispartofseriesSeria hidrotehnică, Tom 55(69), fasc. 1, 2 (2010);-
dc.subjectDuctile [design]en_US
dc.subjectEnergy dissipationen_US
dc.subjectCircular columnsen_US
dc.subjectMoment capacityen_US
dc.titleDuctile design, strong columns [articol]en_US
dc.typeArticleen_US
Colecţia:Articole științifice/Scientific articles

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