ANCHORING OF CROSS-LAMINATED TIMBER SHEAR WALLS
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21720%2F25%3A00388948" target="_blank" >RIV/68407700:21720/25:00388948 - isvavai.cz</a>
Result on the web
<a href="https://doi.org/10.37763/wr.1336-4561/70.4.719734" target="_blank" >https://doi.org/10.37763/wr.1336-4561/70.4.719734</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.37763/wr.1336-4561/70.4.719734" target="_blank" >10.37763/wr.1336-4561/70.4.719734</a>
Alternative languages
Result language
angličtina
Original language name
ANCHORING OF CROSS-LAMINATED TIMBER SHEAR WALLS
Original language description
This paper presents a validated finite element model of a cross-laminated timber (CLT) wall-to-floor connection and compares its predictions with results from a full-scale shear wall test. The CLT wall and floor panels are modelled as orthotropic shell elements, while the discrete connectors (tension anchors, angle brackets and the screw connection between floor panels) are represented by line hinges with nonlinear load-slip relationships. These relationships are derived from dedicated component tests on tension anchors, shear brackets and screw head embedment. The model is analysed in nonlinear static steps corresponding to the experimental loading sequence. Vertical slip along the wall-to-floor interfaces and the global lateral load-displacement response of the wall are extracted and compared with measurements. The results show that the simplified line-hinge representation reproduces both the global stiffness and the local deformation pattern in the joints with satisfactory accuracy for design-oriented analyses.
Czech name
—
Czech description
—
Classification
Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
—
OECD FORD branch
20101 - Civil engineering
Result continuities
Project
<a href="/en/project/LUC23080" target="_blank" >LUC23080: Advanced design methods for key elements of multi-storey timber buildings</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2025
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Wood Research
ISSN
1336-4561
e-ISSN
—
Volume of the periodical
70
Issue of the periodical within the volume
4
Country of publishing house
SK - SLOVAKIA
Number of pages
16
Pages from-to
719-734
UT code for WoS article
001716415500007
EID of the result in the Scopus database
2-s2.0-105030034088