Behaviour of Mechanically Laminated CLT Members

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F15%3A00232776" target="_blank" >RIV/68407700:21110/15:00232776 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/68407700:21720/15:00232776

Výsledek na webu

<a href="http://iopscience.iop.org/1757-899X/96/1/012056" target="_blank" >http://iopscience.iop.org/1757-899X/96/1/012056</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1088/1757-899X/96/1/012056" target="_blank" >10.1088/1757-899X/96/1/012056</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Behaviour of Mechanically Laminated CLT Members

Popis výsledku v původním jazyce

Cross laminated timber (CLT) is one of the structural building systems based on lamination of multiple layers, where each layer is oriented perpendicularly to each other. Recent requirements are placed to develop an alternative process based on the mechanical lamination of the layers, which is of particular interest to our research group at the University Centre for Energy Efficient Buildings. The goal is to develop and verify the behaviour of mechanically laminated CLT wall panels exposed to shear stresses in the plane. The shear resistance of mechanically jointed CLT is ensured by connecting the layers by screws. The paper deals with the experimental analysis focused on the determination of the torsional stiffness and the slip modulus of crossing areas for different numbers of orthogonally connected layers. The results of the experiments were compared with the current analytical model.

Název v anglickém jazyce

Behaviour of Mechanically Laminated CLT Members

Popis výsledku anglicky

Cross laminated timber (CLT) is one of the structural building systems based on lamination of multiple layers, where each layer is oriented perpendicularly to each other. Recent requirements are placed to develop an alternative process based on the mechanical lamination of the layers, which is of particular interest to our research group at the University Centre for Energy Efficient Buildings. The goal is to develop and verify the behaviour of mechanically laminated CLT wall panels exposed to shear stresses in the plane. The shear resistance of mechanically jointed CLT is ensured by connecting the layers by screws. The paper deals with the experimental analysis focused on the determination of the torsional stiffness and the slip modulus of crossing areas for different numbers of orthogonally connected layers. The results of the experiments were compared with the current analytical model.

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

—

Projekt

<a href="/cs/project/ED2.1.00%2F03.0091" target="_blank" >ED2.1.00/03.0091: Univerzitní centrum energeticky efektivních budov (UCEEB)</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2015

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

The 2nd International Conference "Innovative Materials, Structures and Technologies"

ISBN

—

ISSN

1757-8981

e-ISSN

—

Počet stran výsledku

7

Strana od-do

1-7

Název nakladatele

IOP Publishing Ltd

Místo vydání

Bristol

Místo konání akce

Riga

Datum konání akce

30. 9. 2015

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000365029600056