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Projekt tri-etažne poslovne stavbe s sovprežnimi stebri in nosilci : diplomska naloga
ID Rupnik, Blaž (Author), ID Beg, Darko (Mentor) More about this mentor... This link opens in a new window, ID Sinur, Franc (Co-mentor)

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MD5: 6FF0BDA398475793AC029F9AF3C79DED
PID: 20.500.12556/rul/8a59c48f-9bf1-46ab-a59a-5388b6cf9de4

Abstract
V diplomski nalogi sem projektiral tri-etažno poslovno stavbo s sovprežnimi stebri in nosilci. Nosilno konstrukcijo stavbe predstavlja sedem sovprežnih upogibnih okvirjev z razponom osem metrov na medosni razdalji sedem metrov. Horizontalna nosilnost v vzdolžni smeri je zagotovljena s centričnim povezjem. Etažne plošče so izvedene v sovprežni varianti. Globalna analiza je narejena v dveh ravninskih modelih, izračunana z elastično analizo po teoriji drugega reda, z upoštevanjem začetne geometrijske nepopolnosti.

Language:Slovenian
Keywords:gradbeništvo, promet, diplomska dela, UN, sovprežne konstrukcije, poslovni objekti, dimenzioniranje
Work type:Bachelor thesis/paper
Typology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Place of publishing:Ljubljana
Publisher:[B. Rupnik]
Year:2013
Number of pages:X, 40 str., [2] f. pril.
PID:20.500.12556/RUL-32323 This link opens in a new window
UDC:349.442:614.8(497.4)(043.2)
COBISS.SI-ID:6396257 This link opens in a new window
Publication date in RUL:10.07.2015
Views:2747
Downloads:532
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Secondary language

Language:English
Title:Design of three-storey office building with composite columns and beams
Abstract:
In this work three-storey office building with composite columns and beams is analysed and designed. The structure of the building consists of seven composite moment frames with spacing of eight meters. Horizontal capacity in longitudinal direction of the structure is provided with centric bracings. Floor slabs are designed as composite slabs. Global analysis has been made with two two-dimensional models. Second-order elastic analysis with geometric imperfections has been used to determine internal forces and displacements.


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