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Title:MEHANSKA ODPORNOST LESNO-BETONSKEGA SOVPREŽNEGA STROPU
Authors:ID Arnuga, Iztok (Author)
ID Premrov, Miroslav (Mentor) More about this mentor... New window
ID Hauc, Anton (Mentor) More about this mentor... New window
ID Tajnik, Matjaž (Comentor)
Files:.pdf UNI_Arnuga_Iztok_2010.pdf (2,57 MB)
MD5: 4695F0EF9D608DAB9E16E1A4A178E56E
PID: 20.500.12556/dkum/cbbd72e5-d173-4f6e-9180-c3bc4adc66c1
 
Language:Slovenian
Work type:Bachelor thesis/paper
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Diplomsko delo obravnava rekonstrukcijo lesenega stropu. Podano je potencialno število potrebnih rekonstrukcij lesenih stropov v Republiki Sloveniji. Nadaljnje so predstavljeni trije načini rekonstrukcije, izmed katerih je izbran najprimernejši. Na primeru iz prakse so nato podane smernice kako z uporabo sovprege betona in lesa izboljšati nosilnost starejših lesenih stropov in jih zdimenzionirati tako, da zadostimo mejnemu stanju nosilnosti in uporabnosti po standardih, ki so skladni s Pravilnikom o mehanski odpornosti in stabilnosti objektov.
Keywords:gradbeništvo, sovprežne konstrukcije, časovne deformacije, rekonstrukcija stropa, lesno-betonska sovprega
Place of publishing:Maribor
Publisher:[I. Arnuga]
Year of publishing:2010
PID:20.500.12556/DKUM-15895 New window
UDC:692.54:624.072(043.2)
COBISS.SI-ID:14826006 New window
NUK URN:URN:SI:UM:DK:BFOSCSOW
Publication date in DKUM:24.09.2010
Views:3943
Downloads:313
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
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Secondary language

Language:English
Title:MECHANICAL RESISTANCE OF A TIMBER-CONCRETE COMPOSITE DECK
Abstract:This thesis deals with a reconstruction of a timber deck. A potential number of required reconstructions of timber decks is given. Further on three possible methods of reconstruction are presented and the most adequate one is chosen. Using a practical example, guidelines are given for the enhancement of old timber decks by designing a timber-concrete composite deck in such a way that it satisfies ultimate and serviceability limit states given by the standards that are in accordance with the Evaluation of mechanical resistance and stability of buildings.
Keywords:civil engineering, composite structures, time dependent deformation, deck reconstruction, timber-concrete composite


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