Seismosoft | Earthquake Engineering Solutions

Hello,
in my model the calculation of target displacement (EC8) of SDoF is dt=0.47cm
and in MDoF= Γ * dt =0.77* 0.47=0.365 cm.
Is it maybe Γ=0.77<1 and d(MDoF)<d(SDoF)?
Thank you!

Why the shear capacity of a wall is different by different load pattern in pushover (Modal X+ vs Uniform X)?

Thank you , for the very useful information , but i don't see on any KANEPE or EC8 paragraph that "the calculation of the target displacement is with uncracked stiffness

If i want to run a pushover analysis , the default choice of Seismobuild is the uncracked stiffness.
The parametres E , I , change measure with each iteration of pushover or remains constant;

Hello,

In the programme "Seismobuild" is it possible not to take the mass of the basement floor ( -1) into account when conducting Eigenvalue Analysis?

Thanks in advance for your help!