This data presents the results of a test series on five identical unreinforced masonry walls built at half-scale that were constructed using hollow clay brick units and standard cement-based mortar. The test units were subjected to quasi-static cycles of increasing drift demands and the tests differed with regard to the applied axial load and the moment restraint applied at the top of the walls. The walls were tested up to failure. Throughout the loading the deformations of the walls were recorded using a digital photogrammetric measurement system tracking the movement of 312 points per test unit.

When using the data please cite as follows: Petry, S and Beyer, K; Scaling unreinforced masonry for reduced-scale seismic testing. Bulletin of Earthquake Engineering (2014), 12(6):2557–2581, DOI: 10.1007/s10518-014-9605-1