izpis_h1_title_alt

Statična in požarna analiza lesenega večetažnega objekta v Novem mestu
Kopač, Jan (Author), Hozjan, Tomaž (Mentor) More about this mentor... This link opens in a new window, Čas, Bojan (Co-mentor)

.pdfPDF - Presentation file, Download (14,97 MB)
MD5: 1396C6B5A5586845C38B6C458D9D566B
.pdfPDF - Appendix, Download (2,27 MB)
MD5: FB21B07893CF6719FE39F4300CC376DB

Abstract
V magistrskem delu je prikazana statična, seizmična in požarna analiza večetažnega lesenega objekta v Novem mestu. Objekt sestavljajo armirano betonski temelji, skeletna konstrukcija iz lepljenega lameliranega lesa in križne lepljene plošče. Horizontalna stabilnost objekta je dosežena s sistemom centričnih povezij z jeklenimi diagonalami. V nalogi se za nosilne elemente najprej preveri mejno stanje nosilnosti ter uporabnosti skupaj z vibracijami. Pri seizmični analizi se nosilno konstrukcijo objekta analizira po metodi načrtovanja nosilnosti ter se mu tako zagotovi primerno duktilnost. V okviru požarne analize pa se preveri požarno odpornost posameznih elementov glede na standardno požarno izpostavljenost. V okviru magistrske naloge so analizirani tudi značilni spoji, ki se pojavijo v konstrukciji.

Language:Slovenian
Keywords:Statična analiza, seizmična analiza, požarna analiza, standardi evrokod, križno lepljen les, lepljen lameliran les, armirani beton, jekleni spoji
Work type:Master's thesis/paper (mb22)
Organization:FGG - Faculty of Civil and Geodetic Engineering
Year:2021
Views:118
Downloads:82
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:Statical and fire analysis of multistorey timber building in Novo mesto
Abstract:
Master' s Thesis presents statical, seismic and fire analysis of multistorey building in Novo mesto. Building is made of reinforced concrete foundation, glued laminated timber structure and cross laminated timber panels where longitudinal stability is provided by centric bracing using steel tubes. Ultimate and serviceability limit states is checked together with vibrations. Capacity design procedure is used in seismic design with goal to ensure appropriate level of ductility during earthquake. Local elements are checked in fire analysis which is part of this thesis. Additionally, typical joints that appear in the structure are also verified.

Keywords:Static analysis, seismic analysis, fire analysis, Eurocode standards, cross laminated timber, glued laminated timber, reinforced concrete, steel joints

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