Data for Unidirectional and Multi-directional Cyclic Lateral-Load Testing of Self-Centering Cross-Laminated Timber Shear Wall-Floor Diaphragm Sub-Assembly

The data presented are processed from an experimental study on the multi-directional cyclic lateral-load response of post-tensioned self-centering (SC) cross-laminated timber (CLT) shear walls with a 0.625-scale test sub-assembly. The test sub-assembly consists of an SC-CLT wall, a CLT floor diaphragm, glulam collector beams, and a glulam gravity load system. The experimental results of two cyclic lateral-load tests are presented to compare between the lateral-load response and damage of SC-CLT walls under unidirectional (in-plane) and multi-directional (in-plane and out-of-plane) cyclic loading.