The Stiffness of Steel-Wood-Steel Connection Loaded Parallel to the Grain

• Main Authors: Nur Liza, Rahim, Raftery, Gary, Quenneville, Pierre, Doh, Shu Ing, Nabialek, Marcin, Putra Jaya, Ramadhansyah, Norlia, Mohamad Ibrahim, Mohd Mustafa Al Bakri, Abdullah, Śliwa, Agata
• Format: Article
• Language: English
• Published: Polish Academy of Sciences 2022
• Subjects: TH Building construction
• Online Access: http://umpir.ump.edu.my/id/eprint/34569/1/The%20stiffness%20of%20steel-wood-steel%20connection%20loaded%20parallel%20to%20the%20grain.pdf; http://umpir.ump.edu.my/id/eprint/34569/; https://doi.org/10.24425/ace.2022.140628; https://doi.org/10.24425/ace.2022.140628
• Institution: Universiti Malaysia Pahang

In Eurocode 5, the stiffness equation for bolted steel-wood-steel is stated as a function of wood density and fastener diameter only. In this research, an experimental study on various configurations of tested bolted steel-wood-steel (SWS) connections has been undertaken to predict the initial stiff...