Stiffness and Deformation Analysis of Cross-Laminated Timber (CLT) Panels Made of Nordic Spruce Based on Experimental Testing, Analytical Calculation and Numerical Modeling

Autor: Pavel Dobeš, Antonín Lokaj, Kristýna Vavrušová

Publikováno v: Buildings, Vol 13, Iss 1, p 200 (2023)

Timber structures are currently more important for solving tasks in construction practice. For this reason, there is an opportunity for research in the area of physical tests and numerical models. This paper deals with the determination and compariso

Externí odkaz: https://doaj.org/article/5bfd1c98bf58432f924375bd2e47f0fa

Comparison of behaviour of laterally loaded round and squared timber bolted joints

Autor: Antonín Lokaj, Kristýna Klajmonová

Publikováno v: Frattura ed Integrità Strutturale, Vol 11, Iss 39 (2016)

In the current European standards for design of timber structures, the issue of timber-to-timber joint type is addressed only to squared timber, which makes the pinpointing of the round timber bolted joints load carrying capacity near-unfeasible due

Externí odkaz: https://doaj.org/article/ecad7f6d488243cd874f338772e4515e

Analysis of Behavior and Carrying Capacity of Glued Timber-Timber Joints Loaded with Bending Moment

Autor: David Mikolášek, Antonín Lokaj, Kristyna Vavrusova

Publikováno v: Procedia Engineering. 190:263-270

The growth of timber use in building industry brings new trends, not only into the field of innovative wood-based materials but also into joining of the timber structures elements. Besides the already well normatively described joints with glued-in s

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::f3ff2aedf5dee54f4842381851ec6918
https://doi.org/10.1016/j.proeng.2017.05.336

Comparison of behaviour of laterally loaded round and squared timber bolted joints

Autor: Kristýna Klajmonová, Antonín Lokaj

Publikováno v: Frattura ed Integrità Strutturale, Vol 11, Iss 39 (2016)
Frattura ed Integrità Strutturale, Vol 11, Iss 39, Pp 56-61 (2017)
Frattura ed Integrità Strutturale; Vol 11 No 39 (2017): January 2017; Pages 56-61
Frattura ed Integrità Strutturale; V. 11 N. 39 (2017): January 2017; Pages 56-61

In the current European standards for design of timber structures, the issue of timber-to-timber joint type is addressed only to squared timber, which makes the pinpointing of the round timber bolted joints load carrying capacity near-unfeasible due

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::53f7c3f059ef42ef43c1a0ee357d2a72
https://doi.org/10.3221/igf-esis.39.07

Analysis of Rotational Stiffness of the Timber Frame Connection

Autor: Marek Johanides, David Mikolášek, Oldřich Sucharda, Petr Mynarcik, Antonín Lokaj, Lenka Kubincová

Publikováno v: Sustainability, Vol 13, Iss 156, p 156 (2021)
Sustainability
Volume 13
Issue 1

Initially, timber was considered only as an easily accessible and processable material in nature
however, its excellent properties have since become better understood. During the discovery of new building materials and thanks to new technologica

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7bab6cfc4d15a4b5850481d98859182b
https://doi.org/10.3390/su13010156