Seismosoft | Earthquake Engineering Solutions

Thank you very much "z.gronti ". Your answer was very usefull.

When I choose and define "minimum ...." , the rigid ends calculated and aoutomatically assined to the Element Connectivity details in the seismoStruct file.

I want to consider the RC-joint rigidity in a two-story model. All of my elements are 35x35 cm. The values which I was applied were as follow:

Minimum considered length for column rigid ends = 0.175
Minimum considered length for column rigid ends = 0.175

When I create the corresponding ...