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Možne izvedbe polno nosilnih spojev : diplomska naloga
Ilovar, Nika (Author), Korelc, Jože (Mentor) More about this mentor... This link opens in a new window, Može, Primož (Co-mentor), Sinur, Franc (Thesis defence commission member), Saje, Drago (Thesis defence commission member), Bratina, Sebastjan (Thesis defence commission member)

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Abstract
V diplomski nalogi analiziram možne izvedbe polno nosilnih spojev. Najprej splošno razložim pojem spoja in njihove delitve. V tretjem poglavju so razložene okoliščine v katerih uporabljamo polno nosilne spoje ter prednosti in slabosti njihove uporabe. Predstavljenih je 6 različnih možnih vrst izvedbe polno nosilnih spojev. Pri posameznih možnostih izvedbe so opisani mehanizmi prenosa obtežbe in predvidena mesta nastanka plastičnih deformacij. Na koncu so podane bistvene predpostavke in zahteve za dimenzioniranje polno nosilnih spojev, v predzadnjem poglavju pa je prikazan postopek izračuna vijačenega spoja s čelno pločevino in ojačitvenim rebrom.

Language:Slovenian
Keywords:diplomska naloga, UNI-B, gradbeništvo, polno nosilni spoji, momentni spoji, potresno odporno projektiranje, dimenzioniranje spojev, porušne linije, prednapeti vijaki, plastične deformacije, plastični členek
Work type:Bachelor thesis/paper (mb11)
Tipology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Year:2014
Publisher:[N. Ilovar]
Number of pages:VIII, 37 str.
Place:Ljubljana
UDC:624.014.2(497.4)(043.2)
COBISS.SI-ID:6653537 Link is opened in a new window
Views:1460
Downloads:473
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Secondary language

Language:English
Title:Design of full strength connections
Abstract:
Possible implementations of full strength moment connections are analyzed in this thesis. Firstly the concept of connections and their classifications are presented. The third chapter discusses the circumstances in which full strength connections are to be used an also their advantages and disadvantages are shown. Six different implementations of moment connections are presented with the load paths and plastic deformations discussed for each of them. Finally basic assumptions and requirements for full strength connections design are given and in the penultimate chapter a design procedure for bolted stiffened extended endplate moment connection is shown.

Keywords:graduation thesis, civil engineering, full strength connections, moment connections, earthquake-resistant design, connection design, yield lines, preloaded bolts, plastic deformations, plastic hinge

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