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Title:Preiskave lesenih okvirnih stenskih panelov s cementno-ivernimi obložnimi ploščami
Authors:ID Kržan, Meta (Author)
ID Pazlar, Tomaž (Author)
ID Grašič, Ivan (Author)
ID Ber, Boštjan (Author)
Files:URL URL - Source URL, visit https://www.zveza-dgits.si/gradbeni-vestnik-mar-2020/
 
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MD5: 6E57BE9E3B6DD94105F289D5D29313D6
 
Language:Slovenian
Typology:1.01 - Original Scientific Article
Organization:Logo ZAG - Slovenian National Building and Civil Engineering Institute
Abstract:V članku so predstavljeni rezultati eksperimentalnih preiskav študije obnašanja lesenih okvirnih stenskih panelov s cementno-ivernimi obložnimi ploščami pri horizontalnih obremenitvah. Posebnost predstavljene preiskave je uporaba cementno-ivernih plošč pri proizvodnji okvirnih stenskih panelov, saj njihovo obnašanje še ni dobro raziskano. Preiskave so bile izvedene v dveh fazah. Ker je za strižno obnašanje panela bistveno pritrjevanje obložnih plošč na leseni okvir, so se na manjših vzorcih najprej določile nosilnosti zvez s kovinskimi paličastimi sponkami ter analiziral vpliv debelin plošč in razmika med sponkami. Nadalje so bile zasnovane in izvedene monotone in ciklične strižne preiskave različnih izvedb stenskih panelov. Preskušani so bili trije osnovni tipi panelov, med drugim tudi panel z različnima debelinama obložnih plošč. Rezultati preiskave kažejo ugoden duktilen odziv sten pri strižnih obremenitvah ter potrjujejo, da nosilnost sten zaradi različnih debelin obložnih plošč ni dodatno zmanjšana, kot to pri izračunu nosilnosti predvideva SIST EN 1995-1-1. Ključne besede: leseni okvirni stenski paneli, cementno-iverna plošča, strižni preskus, nosilnost sponke v eni strižni ravnini.
Keywords:leseni okvirni stenski paneli, cementno-iverna plošča, ciklični strižni preskus, nosilnost sponke v eni strižni ravnini
Publication status:Published
Publication version:Version of Record
Publication date:01.03.2020
Publisher:Zveza društev gradbenih inženirjev in tehnikov Slovenije
Year of publishing:2020
Number of pages:str. 63-72
Numbering:Letn. 69
PID:20.500.12556/DiRROS-17431 New window
UDC:620.176:624.011.1
ISSN on article:0017-2774
COBISS.SI-ID:2571879 New window
Publication date in DiRROS:04.12.2023
Views:880
Downloads:355
Metadata:XML DC-XML DC-RDF
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KRŽAN, Meta, PAZLAR, Tomaž, GRAŠIČ, Ivan and BER, Boštjan, 2020, Preiskave lesenih okvirnih stenskih panelov s cementno-ivernimi obložnimi ploščami. Gradbeni vestnik : glasilo Zveze društev gradbenih inženirjev in tehnikov Slovenije [online]. 2020. Vol. 69, p. 63–72. [Accessed 25 April 2025]. Retrieved from: https://dirros.openscience.si/IzpisGradiva.php?lang=eng&id=17431
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Record is a part of a journal

Title:Gradbeni vestnik : glasilo Zveze društev gradbenih inženirjev in tehnikov Slovenije
Shortened title:Gradb. vestn.
Publisher:Zveza društev gradbenih inženirjev in tehnikov Slovenije
ISSN:0017-2774
COBISS.SI-ID:859140 New window

Document is financed by a project

Funder:Other - Other funder or multiple funders
Project number:C3330-16-52900
Name:Trajnostno in inovativno gradbeništvo za pametne stavbe
Acronym:TIGR4smart

Licences

License:CC BY-NC-SA 4.0, Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International
Link:http://creativecommons.org/licenses/by-nc-sa/4.0/
Description:A Creative Commons license that bans commercial use and requires the user to release any modified works under this license.

Secondary language

Language:English
Title:Experimental study of the behaviour of light-frame timber wall panels with cement-particle-board sheathing
Abstract:The paper presents the results of an experimental study of the behaviour of light-frame-timber wall panels with cement-particle-board sheathing under seismic loading. The seismic behaviour of light-frame-timber panels with cement-particle sheathing has not yet been studied in detail. The experimental campaign consisted of two parts. Since the behaviour of the sheathing-to-framing connection is decisive for the shear behaviour of the panels, small specimens were first tested to analyse the lateral load-bearing capacity of the connection between cement-particle board and timber by staples (metal dowel-type fasteners) in dependence of board thickness and the distance between the staples. Furthermore, monotonic and cyclic racking tests of wall panels were conducted. Three types of wall panels were tested, one of them asymmetrical with different board thickness. The results showed ductile behaviour of the panels under lateral loading and proved that there is no additional reduction of the lateral load-bearing capacity due to asymmetry of the panel at different thicknesses of sheathing, as it is assumed in the SIST EN 1995-1-1 code provision.
Keywords:light-frame-timber wall panels, cement-particle board, cyclic shear test, single-shear lateral load-bearing capacity of metal dowel-type fasteners, racking test, lateral load-bearing capacity of staples


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