Please find attached the loading protocol applied to the specimens and the cyclic response of the masonry wall. I realized now that the displacement amplitudes were applied at different rates so the test did not last for days. Maybe this has some influence on the cyclic response of the model? although it should not influence the monotonic oneCould you share some data?
- Experimental results from which you obtained the elastic parameters of the mortar and units
- Cyclic imposed displacement history
- Cyclic response
For the experimental results of elastic parameter of bricks please referred to the the paper of Makoond et al 2020. The bricks used in my experimental campaign are the ones under the ID I(a) and I(b). The mortar is the one ID as MB.
Regarding the compressive strength of both constituents: In the case of the mortar, it was obtained from a large number of specimens cast during the construction of the walls (samples 160x40x40 mm3). In the case of the bricks, a number of units were radomly selected from all the bach, regularized and tested (Samples 100x100x45 mm3). I attach also some of the results. There is also more information in my paper Garcia-Ramonda et al 2020 (also attached)
Thank you very much for your help and patience. Let me know if I can provide you with more experimental information.