Seismosoft | Earthquake Engineering Solutions

Tanks a lot, i have a question whether rigid links in constraints are able to transfer internal force or not

regards

<t>Dear Friends<br/>
<br/>
I modeled the industrial building with link element as a connection between concrete panel , panel to support connection and panel to beam connection i need to define the rigid element so that the link element placed between 2 rigid element how can i define rigid element ...

<t>dear frinds<br/>
<br/>
I modeled one industrial buildings with column which are fixed to ground and have 8m height also at the height of 7.5m i define one beam with hinge end at the height of 8 m also the column are hinge end and connect to beam as the seismostruct have problem with release i ...

I apply displacement up to 30cm as a load and the gravity load consists of just the frame and concrete panel weight there is no any extra weights , how can over come the mentioned problem.

regards

I sent my model by email please guide me .

regards

<t>Dear firends<br/>
<br/>
i modeled one steel unstable frame ( with hinge-ended columns) which holds four concrete panels with link elements, that they are connected to steel frame and base with these link elements,i run the static time history analysis but when i observe the horizontal reactions ...

Thanks a lot for your recommendations It works well, but I want to consider the geometric non linearity to obtain the realistic behavior of model ,how can I overcome this problem?

regards

<t>Dear seismosoft support<br/>
<br/>
I have problem with this model , I analyzed this model with applying dynamic time history load ,in this case there is no problem ,but when I want to run the push over analysis the fbd-ite massage appears I use the force-based element for column , and release ...

Dear Rui

I send my model to you pleas control my model
thanks alot for your guide

<t>Dear Seismo<br/>
<br/>
I modeled one 3D bare frame with inelastic displacement based element for columns and elastic element for beam as I knoe the beam element would remain in elastic range, also the beams are hinged ended beam ,I analyzed the system with nonlinear dynamic time history analysis ...