Structures
AN EXPERIMENTAL STUDY ON THE BENDING PERFORMANCES OF CLT-WALL AND COMPOSITE GLUED LAMINATED BEAM JOINT
2021 Volume 27 Issue 65 Pages 178-183
Details
2021 Volume 27 Issue 65 Pages 178-183
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.
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