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Improved seismic response of light-frame-timber panels with cement-particle-board sheathing of various thicknesses and different configurations of fasteners
- Source :
- Engineering structures, vol. 253, pp. 1-14, 2022., Engineering structures, str. 1-14 : Ilustr., Vol. 253, Feb. 2022, COBISS-ID: 23165701
- Publication Year :
- 2021
- Publisher :
- Elsevier, 2021.
-
Abstract
- Due to their comparable fire characteristics and surface preparation, light-frame timber panels using cement-particle boards (CPB) as a sheathing material present a potential alternative to gypsum-fibre boards. An experimental campaign was conducted to evaluate the behaviour of CPB light-frame-timber panels under in-plane lateral loading. Monotonic and cyclic in-plane shear tests were conducted on full-size panels, following preceding tests on the stapled sheathing-to-timber connections used in the panels. The influence of the boards’ thickness and staple geometry on the response of connections and panels was studied, also on panels with an asymmetrical CPB layout, which proved not to have a negative influence on the panels’ lateral load-bearing capacity. Furthermore, in order to improve the seismic response, panels, which had almost twice the number of staples compared to the basic panel, were tested; one variation with two rows of staples, and the other with the staples spaced closer together, such that the spacing distance was halved. The tests revealed a significant, though not proportional, increase in lateral resistance in the strengthened panels. Fastening the CPB with two rows of staples proved the better option, since subsequent failure of the CPB along the connections, as opposed to ductile failure of the staples in the basic panels, proved not to reduce the panels’ deformation capacity. The paper also compares the test results of the connections and panels to analytical results according to Eurocode 5 (EC5), the European code provision for the design of timber structures. Nasl. z nasl. zaslona. Opis vira z dne 5. 1. 2022. Št. članka: 113757. Abstract. Bibliografija: str. 14.
- Subjects :
- open access
cementno iverne obložne plošče
ciklične strižne preiskave
leseni okvirni stenski paneli, cementno iverne obložne plošče, ciklične strižne preiskave, stik obložna plošča - les, nesimetrični panel, razdalja med sponkami, EN 1995–1-1, odprti dostop
razdalja med sponkami
odprti dostop
asymmetrical panel
udc:624
light-frame timber panels, cement-particle board sheathing, cyclic shear tests, sheathing-to-timber connection, asymmetrical panel, staple spacing distance, EN 1995–1-1, open access
620.1/.2
cement-particle board sheathing
light-frame timber panels
sheathing-to-timber connection
leseni okvirni stenski paneli
nesimetrični panel
staple spacing distance
cyclic shear tests
stik obložna plošča - les
EN 1995–1-1
Civil and Structural Engineering
Subjects
Details
- Language :
- English
- ISSN :
- 18737323
- Database :
- OpenAIRE
- Journal :
- Engineering structures, vol. 253, pp. 1-14, 2022., Engineering structures, str. 1-14 : Ilustr., Vol. 253, Feb. 2022, COBISS-ID: 23165701
- Accession number :
- edsair.doi.dedup.....bf877d2290d24ed8c66461f1a72d0d80