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Statická analýza spoje dřevěné konstrukce / Static analysis of one joint of timber structure

This diploma thesis deals with the numerical modeling of the nail joint of the timber roof structure and it is based on the already realized physical experiment. Totally twelve various solutions, where the isotropic and ortotropic characteristics of the spruce timber and steel components change, have been created. The final values of the joint shift obtained by using of the numerical modeling are compared with results of physical experiment. Program system ANSYS is used.

Identiferoai:union.ndltd.org:nusl.cz/oai:invenio.nusl.cz:227330
Date January 2015
CreatorsSedlák, Petr
ContributorsGratza, Roman, Kytýr, Jiří
PublisherVysoké učení technické v Brně. Fakulta stavební
Source SetsCzech ETDs
LanguageCzech
Detected LanguageEnglish
Typeinfo:eu-repo/semantics/masterThesis
Rightsinfo:eu-repo/semantics/restrictedAccess

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