Seismosoft | Earthquake Engineering Solutions

This is not very reasonable, the curvature of sections that reach the yielding point should not be very different in the two cases. Are you sure you are checking the correct integration section in the post-processor? Having said that, note that between the two cases (3 and 10 integration sections) m...

Indeed a value of 0.05 for the strain hardening parameter seems to be, in the general case, rather large.

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Hi iamvishal1, Make sure that you are also using the correct scaling factor in the Applied Loading module, e.g. if the accelerogram is in g and the project units are in m, then the scaling factor should be 9.81. If instead the units are in mm the scaling factor should be 9810. Also make sure that yo...

h.babaei,
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