The CLT buildings using moment-resisting joint composed of CLT walls and composite glued laminated beams(hereinafter “CLT wall-beam joints”) show better seismic performance due to the moment-resisting joints of the wall and beam joints, in addition to the CLT wall and base joints. Therefore, this study aimed to address the following issues: 1) to propose a calculation method to predict the bending performance of CLT wall-beam joints from the performance of a single connector, 2) to confirm the performance of a single connector and the CLT wall-beam joints by testing, and 3) to compare the test results with calculation results.
