Seismosoft | Earthquake Engineering Solutions

relative displacement vs time
I have modelled a shear wall but the residual displacement values are very low.
what could be the reason

Sir, the time history analysis what are the others setting to be checked other than applied load and load phase. In my model the displacement values which i get are very low 0.05 mm.
Sir please help.

But sir Im not getting the results. Im getting a graph completely different from what is shown in validation report

what can i do to get the same graph as you have provided

Sir can i send the file to you?

How to get displacement vs time and Base shear vs time graph after dynamic time history analysis?
Please help.

Sir, in the verification report CHAPTER 4 RC 02
It is a 7 storey shear wall verification model. But when i analysed i couldn,t get the results. The results are not matched with what you have provided in the report. Pls Help me. Please i need a quick answer. Is there any mistake with the model??

Thank You sir
Is it possible for me to model a building with shear wall which was designed using indian standard codes?

Actually for my project I'm replacing Steel with SMA. Can i model shear wall with shape memory alloy as reinforcement? Is it possible? If not what other software can I make use of?