Chenxiao Su, Haibei Xiong*
Structural Durability & Health Monitoring, Vol.14, No.1, pp. 81-94, 2020, DOI:10.32604/sdhm.2020.08221
Abstract In order to explore a kind of high-strength, earthquake-resistant, economical and suitable connection, 4 groups of cross-laminated timber wall-to-floor
and wall-to-wall bolted connections were tested under monotonic and cyclic loading. The deformation characteristics and failure modes of the cross-laminated timber wall-to-floor and wall-to-wall bolted connections were exploited. Load-slip
curves, bearing capacity, yielding point, stiffness and ductility of each group of
specimens were analyzed. The test results indicate that the loading process of
cross-laminated timber bolted connections under tension can be categorized as
five stages, namely the elastic stage, the slip stage, the embedding stage, the yielding stage and the ultimate… More >
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