Component method for column base with embedded plate
Component method for column base with embedded plate
Type of document
disertační práceAuthor
Žižka Jiří
Supervisor
Wald František
Opponent
Šejnoha Michal
Field of study
Konstrukce a dopravní stavbyStudy program
Stavební inženýrstvíInstitutions assigning rank
Fakulta stavebníDefended
2013-03-01 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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Objective of the thesis is research on structural behaviour of column bases with embedded plate. The main aims are resistance, stiffness and rotational capacity of the joint. The joint behaviour is predicted by a numerical prediction model based on finite element method. This prediction is compared to experimental investigation performed on one to one scale specimens of column base with embedded plate. Based on findings, an analytical behaviour prediction model based on component method is created. Within the model, behaviour of two new components is described: the steel plate in tension and the punching through steel plate. The research is supported by grant RFSR-CT-2007-00051 InFaSo, by research fellowship provided by German Academical Exchange Service DAAD (www.daad.de) and by grant SGS10/237/OHK1/3T/11 (Advanced structures from steel and glass). Objective of the thesis is research on structural behaviour of column bases with embedded plate. The main aims are resistance, stiffness and rotational capacity of the joint. The joint behaviour is predicted by a numerical prediction model based on finite element method. This prediction is compared to experimental investigation performed on one to one scale specimens of column base with embedded plate. Based on findings, an analytical behaviour prediction model based on component method is created. Within the model, behaviour of two new components is described: the steel plate in tension and the punching through steel plate. The research is supported by grant RFSR-CT-2007-00051 InFaSo, by research fellowship provided by German Academical Exchange Service DAAD (www.daad.de) and by grant SGS10/237/OHK1/3T/11 (Advanced structures from steel and glass).
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