Ductile design, strong columns [articol]

dc.contributor.author	Muj, Samuel
dc.contributor.author	Gîrbaciu, Cristian
dc.date.accessioned	2020-03-31T08:53:42Z
dc.date.accessioned	2021-03-01T08:48:17Z
dc.date.available	2020-03-31T08:53:42Z
dc.date.available	2021-03-01T08:48:17Z
dc.date.issued	2010
dc.identifier.citation	Muj, Samuel. Ductile design, strong columns. Timişoara: Editura Politehnica, 2010	en_US
dc.identifier.uri	http://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.abstract	In 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.iso	en	en_US
dc.publisher	Timişoara: Editura Politehnica	en_US
dc.relation.ispartofseries	Seria hidrotehnică, Tom 55(69), fasc. 1, 2 (2010);
dc.subject	Ductile [design]	en_US
dc.subject	Energy dissipation	en_US
dc.subject	Circular columns	en_US
dc.subject	Moment capacity	en_US
dc.title	Ductile design, strong columns [articol]	en_US
dc.type	Article	en_US