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Title:DINAMIČNA ANALIZA RAZLIČNIH SISTEMOV VEČETAŽNIH LESENIH ZGRADB
Authors:ID Pintarič, Katja (Author)
ID Premrov, Miroslav (Mentor) More about this mentor... New window
ID Tajnik, Matjaž (Comentor)
Files:.pdf UNI_Pintaric_Katja_2010.pdf (1,82 MB)
MD5: 4039795D7E21335B0DC58B08BA098771
PID: 20.500.12556/dkum/b651dfeb-0bf7-4031-9e81-162500f4f3e2
 
Language:Slovenian
Work type:Undergraduate thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Diplomsko delo obravnava dinamično analizo različnih sistemov večetažnih lesenih zgradb, in sicer okvirni sistem, malostenski panelni sistem in KLH sistem. Med posameznimi sistemi so izvedene primerjave nihajnih časov konstrukcije. Le te lahko določimo z izračunom po znanih postopkih iz dinamike konstrukcij ali s približnimi enačbami, ki jih navaja SIST EN 1998-1. Na podlagi teh rezultatov je določena velikost potresne sile, ki je razporejena po posameznih etažah. V okviru panelnega sistema z mavčno-vlaknastimi ploščami je določen tudi vpliv torzije na konstrukcijo, maksimalna obremenitev na panel in napetosti, ki nastanejo v plošči.
Keywords:lesene zgradbe, okvirni sistem, panelni sistem, KLH sistem, dinamična analiza, nihajni čas, potresna obtežba
Place of publishing:Maribor
Publisher:[K. Pintarič]
Year of publishing:2010
PID:20.500.12556/DKUM-13198 New window
UDC:624.011.1:624.131.55(043.2)
COBISS.SI-ID:14111766 New window
NUK URN:URN:SI:UM:DK:RYRKOTVU
Publication date in DKUM:02.03.2010
Views:3873
Downloads:557
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
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Secondary language

Language:English
Title:DYNAMIC ANALYSIS OF VARIOUS TYPES OF MULTI - STOREY TIMBER STRUCTURES
Abstract:The thesis deals with dynamic analysis of several systems of multi-storey timber structures like framed system, timber-framed system and KLH system. Vibration periods, which can be calculated with well known method from structural dynamics or with approximate equations from SIST EN 1998-1, are then compared between different structural systems. Based on these results, the seismic force distributed on storeys is calculated. For panel wall system with firbe-plaster boards as a coating material additional calculations were made to evaluate torsional effects on the structure, maximum load on a panel and stresses in board.
Keywords:timber structures, framed system, timber-framed wall system, KLH system, dynamic analysis, vibration period, seismic load


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