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Open AccessAnalytical Model for Non-linear \(\user2{M - }\,\,{\varvec{\theta}}\) Relationships of Dowel-Type Timber Connections Exposed to Fire
Recent experimental evidence has shown that wood–steel–wood dowel-type connections exhibit a semi-rigid behaviour even after 90 min of fire exposure. Because a semi-rigid behaviour influences the bending momen...
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Open AccessExperimental study of compressive properties parallel to grain of glulam
This paper describes results and analysis of experiment of compression behavior parallel to grain of glulam (Norway Spruce, Japanese cedar, and Japanese cypress), especially in damage zones near loading plates...
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Article
Prediction of strength and stiffness of concentrated compressive load applied to the narrow face of cross-laminated timber
The behavior of the concentrated compressive load applied to the narrow face of cross-laminated timber (CLT) panels is an essential parameter in the design of multi-story timber buildings. Therefore, this pape...
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Article
Open AccessExperimental study on partial compression parallel to grain of solid timber
This paper describes results and analysis of experimental testing of entire and partial compression strength and stiffness parallel to the grain of solid timber (Japanese cedar). To investigate the spreading e...
