Seismosoft | Earthquake Engineering Solutions

tnx a lot for your response, you have a very nice and positive personality.
I have not access to these papers, because our university does not access to these mentioned journals!
tnx for your helps, I'll try to find them.

<t>hi,<br/>
very tnx for your response,<br/>
as I know, if we want to model and then analyze a structure in which subjected to high inelastic range of response such as MCE level, we must consider the inelastic dissipated energy of beams, columns, and beam-columns joint, in a high inelastic range of ...

<t>hi,<br/>
RC beam-column joint contribution to interstory drift and total energy dissipated of the structural system? <br/>
as you know, a great amount of energy can be dissipated in hysteretic action of beam-column joints in MCE level of excitation? <br/>
how can we account this in our modeling ...