Experimental and analytical assessment of the lateral loading response of a full-scale hybrid timber structure incorporating a structural glass diaphragm
This study examines the contribution of a structural glass window integrated into a lightweight timber-frame wall diaphragm at the structural level. A full-scale timber mock-up, comprising different bracing elements such as wall diaphragms (with and without a bonded structural window), and a moment-resisting frame, combined with a roof diaphragm, was subjected to multiple serviceability limit stat
