The Impact of Semi-Rigid Joints on the Stiffness of Light Wood-Frame Structures

Michał Baszeń , Czesław Miedziałowski

Abstract

This paper contains an overview and analysis of semi-rigid joints in various types of construction. The behaviour of these joints is compared with the behaviour of joints in light wood-frame structures. The results of experimental tests of joints in light wood-frame structures are presented. In the experiments, displacements were recorded to calculate the bearing of elements in the joints as well as the rotation of the loaded element relative to the supporting element in the joint. A simple numerical model describing the semi-rigid behaviour of the joint is presented
Author Michał Baszeń (FCEE / DGSM)
Michał Baszeń,,
- Department of Geotechnics and Structural Mechanics
, Czesław Miedziałowski (FCEE / DGSM)
Czesław Miedziałowski,,
- Department of Geotechnics and Structural Mechanics
Journal seriesDrewno, [DREWNO], ISSN 1644-3985, (N/A 70 pkt)
Issue year2019
Vol62
No203
Pages23-37
Publication size in sheets0.7
Keywords in Englishlight wood-frame structures, semi-rigid joints, experimental tests, joint stiffness
ASJC Classification1107 Forestry; 2209 Industrial and Manufacturing Engineering; 2502 Biomaterials
DOIDOI:10.12841/wood.1644-3985.D08.09
URL http://drewno-wood.pl/archiwum/nr-203-2019
Internal identifierROC 19-20
Languageen angielski
LicenseJournal (articles only); published final; Other open licence; with publication
Score (nominal)70
Score sourcejournalList
ScoreMinisterial score = 70.0, 18-03-2020, ArticleFromJournal
Publication indicators Scopus SNIP (Source Normalised Impact per Paper): 2018 = 0.504; WoS Impact Factor: 2018 = 0.857 (2) - 2018=0.873 (5)
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