Experimental and parametric study on friction-type high-strength bolted connections between steel frames and cross-laminated timber infill walls
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Reference32 articles.
1. Novel engineered wood and bamboo composites for structural applications: state-of-art of manufacturing technology and mechanical performance evaluation;Sun;Constr Build Mater,2020
2. Experimental investigation on self-centering steel-timber hybrid beam-column connections;Li;J Struct Eng,2023
3. Numerical modeling strategies and parametric analyses of platform-type and balloon-type cross-laminated timber (CLT) shear walls under lateral loads[J];Wang;Eng Struct,2023
4. Reinforced moment‐resisting glulam bolted connection with coupled long steel rod with screwheads for modern timber frame structures;Shu;Earthq Engng Struct Dyn,2022
5. An experimental and numerical study on CLT panels used as infill shear walls for RC buildings retrofit;Stazi;Constr Build Mater,2019
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