Seismosoft | Earthquake Engineering Solutions

Okay. Got it.
Thank you so very much for your response.

Thank you for taking the trouble to answer my question.It was of great help.
-My sincere appreciation.

In the target displacement module when Eurocode 8 part 3 is selected, and under seismic action tab in the other spectral shape when IS 1893: Part 1:2016 Indian Code is selected , a window appears for hazard level multiplier.
The default DL, SD, NC values are 0.78, 1 and 1.734 respectively. I have ...

In the performance criteria section, for different criterias like cracking, spalling, crushing of core concrete, yielding of steel and fracture of steel, we are given some typical values in the SeismoStruct manual. On the basis of which code, are these values taken?

Thank you so much sir, it was of great help.

I have tried creating the structural node at the centre of mass and connected the node with diaphragm. After that I applied the load at that node. But on running the analysis was showing warning, displaying " The output steps are not enough to bilinearize the capacity curve, and the target ...

According to ATC4O volume 1 for torsional considerations the static lateral forces should be applied at the Centre of Mass of each floor. But the centre of mass does not necessarily fall at a beam column joint always. If we insert a node for the centre of mass at any intermediate point on the floor ...

In the software under the section of RSA parameters, the values of Response spectrum factors are given as 1, 1 and 0.7 in X, Y and Z directions respectively. If we want to perform RESPONSE SPECTRUM ANALYSIS with INDIAN STANDARD CODES, what will be the values of these response spectrum factors?