Seismic resistance of a hybrid shearwall system
Seismic resistance of a hybrid shearwall system
Type of document
disertační práceAuthor
Wirth Ulrich
Supervisor
Křístek Vladimír
Opponent
Vítek Jan
Field of study
Konstrukce a dopravní stavbyStudy program
Stavební inženýrství (4)Institutions assigning rank
Fakulta stavebníDefended
2011-05-16 00:00:00.0Rights
A 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.pdfVysokoškolská 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
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As 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. As 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.
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