Elastic stiffness of timber joints with dowel-type fasteners and slotted-in steel plate based on the theory of beam on elastic foundation
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Reference50 articles.
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1. Elastic Stiffness of a Novel Steel-Grout Hybrid Dowel-Type Connector for Cross-Laminated Timber Panels: Analytical Model Development, Experimental Validation and Genetic Algorithm Optimization;2024-08-12
2. Design of birch plywood as gusset plates in timber-timber uniaxial tension connections: Influence of fastener pattern, face grain orientation, and discussions based on the Whitmore effective width theory;Journal of Building Engineering;2024-06
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4. Analysis of the mechanical behavior of bolted joints with slotted-in steel plate considering the move path of rotation center for single-layer timber reticulated shell;Journal of Building Engineering;2024-05
5. Analytical Model for Non-linear $$\user2{M - }\,\,{\varvec{\theta}}$$ Relationships of Dowel-Type Timber Connections Exposed to Fire;Fire Technology;2024-04-08
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