Projekt pet etažne jeklene poslovne stavbe
| Autor: | Žitko, Grega |
|---|---|
| Přispěvatelé: | Može, Primož |
| Jazyk: | slovinština |
| Rok vydání: | 2015 |
| Předmět: |
udc:624.014.2(497.4)(043.2)
fire analysis Evrocode standards čašasti temelj design projektiranje modal analysis jeklena konstrukcija graduation thesis modalna analiza statična analiaza požarna analiza static analysis diplomska naloga VSŠ-B gradbeništvo steel structure Evrokod standardi civil engineering pocket foundation |
| Popis: | V diplomski nalogi je izdelana tehnična dokumentacija v obsegu projekta za pridobitev gradbenega dovoljenja. Narejen je statični izračun pet etažne jeklene poslovne stavbe v skladu s standardi Evrokod. Nosilna konstrukcija je zasnovana s prostorskimi okvirji, ki potekajo v vzdolžni in prečni smeri. Medetažna in strešna konstrukcija pa je zasnovana kot armirano betonska sovprežna plošča. Določene so stalne obtežbe, spremenljive obtežbe in nezgodne obtežbe, ki jih upoštevamo pri dimenzioniranju. Izračun notranjih statičnih količin je narejen s programom Scia Engineer 2012. Dimenzioniranje nosilne konstrukcije je izvedeno z nelinearno globalno analizo z upoštevanjem teorije drugega reda in geometrijskih nepopolnosti za statične obremenitve. Za potresne obremenitve je izvedena modalna analiza s spektri odziva. Konstrukcija je projektirana po metodi načrtovanja nosilnosti za konstrukcije z visoko stopnjo duktilnosti. Dimenzionirani so še tipični spoji in pasovni temelji, ter izvedena požarna analiza za požarni razred R 60. V okviru diplomske naloge so izdelani tudi dispozicijski načrti in načrti detajlov tipičnih spojev. The diploma thesis presents the technical documentation drawn up for the purposes of the project for building permit acquisition. The design of a five-storey office building was made in accordance with the Eurocode standards. The bearing structure is designed as steel space frames, which run in the longitudinal and transversal direction. Floor and roof structure is designed as a concrete composite slab. Permanent loads, variable loads, seismic and fire loads have been defined and considered in the design. The calculation of internal forces is made by means of the analysis and design software Scia Engineer 2012. The design of the bearing structure is performed by means of a non-linear global analysis by taking into account the second-order theory and geometrical imperfections. Modal response spectrum analysis was carried out in relation to seismic loads. The structure is designed in accordance with the capacity design rules for a high level of ductility. Further, typical joints and foundations have also been designed and fire analysis for fire resistance class R60 was carried out. Within the diploma thesis we have also made dispositional schemes and details of typical joints. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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