Seismosoft | Earthquake Engineering Solutions

In the definition of a Masonry wall section in seismostruct, we must define the reinforcement steel bars.Is there a possibility to create a model to simulate the behaviour of a pure masonry wall without any steel rienforcement bars?

Dear Mebarek,

The longitudinal and transverse steel materials need to be assigned. However, you may assign zero longitudinal rebars, as it is the default option.