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Title:JEKLENI MOST S POŠEVNIMI ZATEGAMI DOLŽINE 80 m
Authors:ID Vajda, Mihael (Author)
ID Kravanja, Stojan (Mentor) More about this mentor... New window
ID Žula, Tomaž (Comentor)
Files:.pdf UN_Vajda_Mihael_2016.pdf (6,15 MB)
MD5: 3A791439BCC27BC765A1A49AB3B6E0CA
 
Language:Slovenian
Work type:Undergraduate thesis
Typology:2.11 - Undergraduate Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:V diplomskem delu je prikazana zasnova jeklenega mosta s poševnimi zategami z glavnim razponom 50 m. Most je namenjen mešanemu cestnemu prometu izven naselja. Izdelani so računski modeli z različno vzdolžno razporeditvijo kablov in z različnim načinom sidranja zateg. Po preliminarni analizi teh modelov izberemo najugodnješi model in ga temeljito analiziramo. Izvedena je statična in dinamična analiza izbranega modela ter kontrola mejnih stanj nosilnosti in uporabnosti v skladu z Evrokod standardi.. Za pilone in prekladno konstrukcijo je uporabljeno jeklo S 355, za zatege pa so uporabljeni kabli z vrvmi iz paralelnih žic kvalitete f_(p0,1,k)/f_pk =1520/1770 MPa. Voziščna plošča je armiranobetonska kvalitete C 35/45.
Keywords:gradbeništvo, jeklene konstrukcije, most s poševnimi zategami
Place of publishing:Muretinci
Publisher:[M. Vajda]
Year of publishing:2016
PID:20.500.12556/DKUM-61153 New window
UDC:624.21.014.2(043.2)
COBISS.SI-ID:20284694 New window
NUK URN:URN:SI:UM:DK:JWDENMMU
Publication date in DKUM:31.08.2016
Views:1888
Downloads:222
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
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Secondary language

Language:English
Title:80 m LONG STEEL CABLE-STAYED BRIDGE
Abstract:civil engineering, steel structures, cable - stayed bridge
Keywords:In thesis we present design of steel cable – stayed bridge with main span 50 m. The bridge is designed for mix road traffic. We made more structural models with different longitudinal cable layouts and different ways of anchoring of cables to bridge deck. After the preliminary analysis we choose the best model and we analysed it. We performed static and dynamic analysis of the bridge and checked all limit states according to Eurocode standards. Pilons and main girders are made from steel S 355, for cable stayes we used parallel strand cables with strength f_(p0, 1, k)/f_pk =1520/1770 MPa. Carriageway is made from reinforced concrete C 35/45.


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