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Title:STATIČNA IN DINAMIČNA ANALIZA POSLOVNO-INDUSTRIJSKEGA OBJEKTA ARNOVSKI GOZD
Authors:Pukšič, Miha (Author)
Premrov, Miroslav (Mentor) More about this mentor... New window
Žegarac Leskovar, Vesna (Co-mentor)
Kozem Šilih, Erika (Co-mentor)
Files:.pdf MAG_Puksic_Miha_2013.pdf (5,99 MB)
 
Language:Slovenian
Work type:Master's thesis/paper (mb22)
Typology:2.09 - Master's Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Magistrsko delo obravnava statično in dinamično analizo poslovno-industrijskega objekta Arnovski gozd. Za poslovno leseno konstrukcijo so bili izračunani nihajni časi s pomočjo dinamične matrike za ravninski model in z modalno analizo v programu SAP2000 za prostorski model. Za merodajno horizontalno obtežbo so bile preverjene nosilnosti stenskih elementov, določena so bila potrebna sidra za prevzem sidrnih sil in preverjene tlačne napetosti pravokotno na vlakna zaradi horizontalne obtežbe kot vertikalnih obtežb, za katere so bili prav tako zdimenzionirani potrebni nosilci. Statična in dinamična analiza ter dimenzioniranje jeklenih skladišč tik ob poslovnem delu objekta in statična analiza ter dimenzioniranje armirano-betonskih elementov so bili opravljeni v okviru projekta »Razvojni projekt poslovno-skladiščnega objekta Arnovski gozd«, iz katerega so se privzeli horizontalni pomiki jeklenih konstrukcij, na podlagi le-teh pa je bila določena potrebna dilatacija med temeljnimi ploščami posameznih objektov.
Keywords:lesene zgradbe, dinamična analiza, statična analiza, nihajni čas, potresna obtežba
Year of publishing:2013
Publisher:[M. Pukšič]
Source:Maribor
UDC:624.011.1:624.131.5:699.841(043.5)
COBISS_ID:17226518 Link is opened in a new window
NUK URN:URN:SI:UM:DK:T7GSGKUQ
Views:1445
Downloads:308
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Categories:KTFMB - FG
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Secondary language

Language:English
Title:STATIC AND DYNAMIC ANALYSIS OF BUSINESS-INDUSTRIAL FACILITY
Abstract:Diserrtation presents static and dynamic analysis of business-industrial facility »Arnovski gozd«. For business wooden structure oscillation times were calculated with dynamic matrix and with modal analysis in software programe SAP2000 as well. Bearing strenghts of wall elements were checked for relevant horizontal load, defined were pressure stresses perpendiculary on wooden fibers, required anchors and for vertical loads all load bearing elements were desinged. For steel structures on sides of business part of facility and for reinforced concrete elements static and dynamic analysis was made within Developmental project business-industrial facility »Arnovski gozd«, on the strenght of which calculated horizontal deformations of structures were used for defining of required dilatation between foundation concrete plates.
Keywords:wooden structures, dynamic analysis, static analysis, oscillation times, seismic load


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