Projekt tri-etažne poslovne stavbe s sovprežnimi stebri in nosilci

diplomska naloga

Blaž Rupnik (Author), Darko Beg (Mentor), Franc Sinur (Co-mentor)

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.

Keywords

gradbeništvo;promet;diplomska dela;UN;sovprežne konstrukcije;poslovni objekti;dimenzioniranje;

Data

Language:	Slovenian
Year of publishing:	2013
Typology:	2.11 - Undergraduate Thesis
Organization:	UL FGG - Faculty of Civil and Geodetic Engineering
Publisher:	[B. Rupnik]
UDC:	349.442:614.8(497.4)(043.2)
COBISS:	6396257
Views:	2060
Downloads:	490
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	Design of three-storey office building with composite columns and beams
Secondary 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.
File type:	application/pdf
Type (COBISS):	Bachelor thesis/paper
Thesis comment:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages:	X, 40 str., [2] f. pril.
ID:	8707715