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Seismic resistance of a hybrid shearwall system

dc.contributor.advisorKřístek Vladimír
dc.contributor.authorWirth Ulrich
dc.date.accessioned2011-12-15T11:13:53Z
dc.date.available2011-12-15T11:13:53Z
dc.date.issued2011-12-15
dc.date.submitted2011-12-15 12:12:57.0
dc.identifierKOS-91282924305
dc.identifier.urihttp://hdl.handle.net/10467/8035
dc.description.abstractAs part of an experimental research program on the seismic behavior of a new hybrid shearwall building system, with composite concrete-filled steel tubular edge members and typical reinforced concrete (RC) wall panel, test results of one-third scale specimens, covering different interface connections (IFC) between the composite edge members and the reinforced concrete (RC) wall panel, are presented. The specimens have been subjected to cyclic displacement controlled forces acting along the interface between the wall panel and the composite edge member. Considering the load-displacement results, recommendations on the reinforcement at the column-wall interface are presented.
dc.description.abstractAs part of an experimental research program on the seismic behavior of a new hybrid shearwall building system, with composite concrete-filled steel tubular edge members and typical reinforced concrete (RC) wall panel, test results of one-third scale specimens, covering different interface connections (IFC) between the composite edge members and the reinforced concrete (RC) wall panel, are presented. The specimens have been subjected to cyclic displacement controlled forces acting along the interface between the wall panel and the composite edge member. Considering the load-displacement results, recommendations on the reinforcement at the column-wall interface are presented.eng
dc.language.isoeng
dc.publisherČeské vysoké učení technické v Praze. Vypočetní a informační centrum.cze
dc.rightsA university thesis is a work protected by the Copyright Act. Extracts, copies and transcripts of the thesis are allowed for personal use only and at one’s own expense. The use of thesis should be in compliance with the Copyright Act http://www.mkcr.cz/assets/autorske-pravo/01-3982006.pdf and the citation ethics http://www.cvut.cz/sites/default/files/content/d1dc93cd-5894-4521-b799-c7e715d3c59e/cs/20160901-metodicky-pokyn-c-12009-o-dodrzovani-etickych-principu-pri-priprave-vysokoskolskych.pdf.eng
dc.rightsVysokoškolská závěrečná práce je dílo chráněné autorským zákonem. Je možné pořizovat z něj na své náklady a pro svoji osobní potřebu výpisy, opisy a rozmnoženiny. Jeho využití musí být v souladu s autorským zákonem http://www.mkcr.cz/assets/autorske-pravo/01-3982006.pdf a citační etikou http://www.cvut.cz/sites/default/files/content/d1dc93cd-5894-4521-b799-c7e715d3c59e/cs/20160901-metodicky-pokyn-c-12009-o-dodrzovani-etickych-principu-pri-priprave-vysokoskolskych.pdf.cze
dc.subjectHybrid Shearwall, Structural Design, Interface Connection, Cyclic loads, Shear Strengthcze
dc.titleSeismic resistance of a hybrid shearwall system
dc.titleSeismic resistance of a hybrid shearwall systemeng
dc.typedisertační prácecze
dc.date.updated2011-12-15T11:13:53Z
dc.date.accepted2011-05-16 00:00:00.0
dc.contributor.refereeVítek Jan
dc.description.departmentkatedra betonových a zděných konstrukcícze
theses.degree.namePh.D.cze
theses.degree.disciplineKonstrukce a dopravní stavbycze
theses.degree.grantorFakulta stavebnícze
theses.degree.programmeStavební inženýrství (4)cze
evskp.contactČVUTcze


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