izpis_h1_title_alt

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

URLURL - Presentation file, Visit http://drugg.fgg.uni-lj.si/4780/ This link opens in a new window
.pdfPDF - Presentation file, Download (2,18 MB)

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 (mb11)
Tipology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Year:2013
Publisher:[B. Rupnik]
Number of pages:X, 40 str., [2] f. pril.
Place:Ljubljana
UDC:349.442:614.8(497.4)(043.2)
COBISS.SI-ID:6396257 Link is opened in a new window
Views:1148
Downloads:309
Metadata:XML RDF-CHPDL DC-XML DC-RDF
 
Average score:(0 votes)
Your score:Voting is allowed only to logged in users.
:
Share:AddThis
AddThis uses cookies that require your consent. Edit consent...

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.


Similar documents

Similar works from RUL:
Similar works from other Slovenian collections:

Comments

Leave comment

You have to log in to leave a comment.

Comments (0)
0 - 0 / 0
 
There are no comments!

Back