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Vpliv mejnega stanja uporabnosti na projektiranje jeklenih konstrukcij : diplomska naloga
Bratina, Nick (Author), Može, Primož (Mentor) More about this mentor... This link opens in a new window

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Abstract
Diplomska naloga obravnava projektiranje jeklenih konstrukcij na mejna stanja uporabnosti v skladu s standardi Evrokod. Najprej so na splošno definirana mejna stanja nosilnosti in uporabnosti, ki jih predpisuje osnovni standard. Nato je prikazana izvedba globalne analize jeklenih konstrukcij. V glavnem delu so prikazani kriteriji za kontrolo mejnih stanj uporabnosti za jeklene konstrukcije, v katerem se osredotočimo na slovenski nacionalni dodatek k osnovnem standardu in na priporočila AISC za projektiranje jeklenih konstrukcij na mejna stanja uporabnosti. Na primeru jeklenega okvirja in strešne lege je prikazano projektiranje z različnimi pristopi. Prikazano je projektiranje z upoštevanjem plastične in elastične globalne analize z upoštevanjem teorije drugega reda. Glede na izbor globalne analize so prikazane ustrezne kontrole mejnih stanj.

Language:Slovenian
Keywords:mejna stanja, jeklo, okvir, lega, globalna analiza, nacionalni dodatek, priporočila AISC, pomiki, upogibi
Work type:Bachelor thesis/paper (mb11)
Tipology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Year:2018
Publisher:[N. Bratina]
UDC:624.014.2(043.2)
COBISS.SI-ID:8546657 Link is opened in a new window
Views:182
Downloads:123
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Secondary language

Language:English
Title:Serviceability design considerations for steel buildings : graduation thesis
Abstract:
This Graduation Thesis deals with the design of steel structures for the verification of serviceability limit states as imposed by Eurocode standards. Firstly, the general definitions of ultimate and serviceability limit states are shown, which are defined in the basic Eurocode standard. Next, the implementation of the global analysis of steel structures is presented. The main part lists serviceability design criteria for steel structures which are obtained from the Slovenian National Annex to standard EN 1990 and criteria from AISC Design Guide. Numerical example demonstrates the design of steel frame and steel purlin, where different design approaches are adopted. Design using the plastic and elastic global analysis considering the second order theory is presented. The appropriate verifications of the limit states are demonstrated following the selected design approach.

Keywords:limit states, steel, frame, purlin, global analysis, National annex, AISC Design guide, displacements, deflections

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