Strength and stiffness of mechanically jointed CLT panels loaded by shear in plane

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F20%3A00345672" target="_blank" >RIV/68407700:21110/20:00345672 - isvavai.cz</a>

Výsledek na webu

<a href="https://doi.org/10.37763/wr.1336-4561/65.5.705714" target="_blank" >https://doi.org/10.37763/wr.1336-4561/65.5.705714</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.37763/wr.1336-4561/65.5.705714" target="_blank" >10.37763/wr.1336-4561/65.5.705714</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Strength and stiffness of mechanically jointed CLT panels loaded by shear in plane

Popis výsledku v původním jazyce

This article is focused on research into the racking strength and stiffness of mechanically jointed cross laminated timber shear walls considering the inf luence of fasteners between the layers of boards on the stiffness of panels. The work includes an experimental analysis and analytical model. The experimental analysis included tests of the shear wall panels, tests of the specimens to determine the stiffness at the joint of the layers and material tests. The analytical model based on the component method allows the determination of the racking strength and horizontal displacement of the shear wall in dependence on the number of layers and the number of fasteners in the joint of layers, parameters of the anchorage to the substructure and applied external load. The outputs of the numerical model and the results of the experiments agree relatively well. The largest relative displacement error is 18%.

Název v anglickém jazyce

Strength and stiffness of mechanically jointed CLT panels loaded by shear in plane

Popis výsledku anglicky

This article is focused on research into the racking strength and stiffness of mechanically jointed cross laminated timber shear walls considering the inf luence of fasteners between the layers of boards on the stiffness of panels. The work includes an experimental analysis and analytical model. The experimental analysis included tests of the shear wall panels, tests of the specimens to determine the stiffness at the joint of the layers and material tests. The analytical model based on the component method allows the determination of the racking strength and horizontal displacement of the shear wall in dependence on the number of layers and the number of fasteners in the joint of layers, parameters of the anchorage to the substructure and applied external load. The outputs of the numerical model and the results of the experiments agree relatively well. The largest relative displacement error is 18%.

Druh

J_imp - Článek v periodiku v databázi Web of Science

CEP obor

—

OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

Výsledek vznikl pri realizaci vícero projektů. Více informací v záložce Projekty.

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2020

Kód důvěrnosti údajů

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

Název periodika

Wood Research

ISSN

1336-4561

e-ISSN

—

Svazek periodika

65

Číslo periodika v rámci svazku

5

Stát vydavatele periodika

SK - Slovenská republika

Počet stran výsledku

9

Strana od-do

705-713

Kód UT WoS článku

000588261100002

EID výsledku v databázi Scopus

2-s2.0-85096960289