Seismosoft | Earthquake Engineering Solutions

I have checked it. The failure occurs for very small displacements. The stress levels are insignificant, and the curvature is insufficient to justify the analysis stops. Note that the analysis stops after the first peak target displacements and is near zero, which is quite strange. Could you please ...

Dear Zoi,

Thanks for your feedback. I agree that structural failure might occur to the wall element. However, as you can see on the files, the pushover analysis is performed up to large displacements (i.e. 0.10m) without converge problems and wall element failure. The cyclic analysis stops for low ...

Dear Colleague,

Thanks for your suggestion. I have performed all your suggestions before posting here. I am sorry for bothering you, but I just want to know what is working out of my control in the model. The model runs the pushover analysis perfectly, but the cyclic loading has severe problems ...

Dear colleagues,

I am trying to simulate the in-plane cyclic behaviour of an RC shear wall connected to the foundation with two wall shoe connectors. The experiment I am trying to simulate is this one: "Experimental investigation of the response of precast concrete cladding panels with integrated ...