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Hii I am trying to do a parametric study in OpenSees on multistoried 3-d buildings. There are about 44 different EQ data i have to apply for each of my model thus making the run time about 2-3 days long. I need to do a faster run of my program. Since the NEESHUB have been shut down, I am now trying ...

Thank you so much. it is all right now

The following is my code. Recorder files starting with 'ColElement_1_Level', 'ColElement_2_Level','BmXElement_1_Level' and 'BmXElement_2_Level' gets generated as soon as the code is run. But files starting with 'BmZElement_1_Level' and 'BmZElement_2_Level' doesnt appear anywhere inside the directory...

selimgunay wrote: > Are you checking the gravity analysis results or the time history analysis > results? please post your script. hii.. i am checking the results for time history analysis. and i rectified the above problem by using GJ instead of 10^10 while defining the tangent for torsion. i guess...

selimgunay wrote: > To provide mass eccentricity, you need to remove the node at the middle of > the rigid diaphragm and you need to make the node with eccentricity the > master node and assign the floor mass to this node. Thank You for the reply. i had already tried the same but the results were no...

hi i need to provide mass eccentricity in a symmetric bay frame. i have buit a symmetric bay frame with rigid diaphragm in each floor with the master node at the center. to provide the mass eccentricity, i plan to assign extra nodes at every floors with its position arbitrary and assign masses to th...

hii i am trying to validate the results of a 2D bay 4 column bay frame with that of 3d 4 column frame. The 2D model and the analysis results are allright but when i try to model the 3D and analyse, the following warning is coming up for each of my element ForceBeamColumn3d::ForceBeamColumn3d -- no t...

Hi all I am a newbie to opensees. i am currently using it as part of my postgraduation project. As a start i need to find out the free vibration response of a 1 storied 3d frame. my frame will have a node at the centre of the rigid diaphragm where all the equivalent seismic weight is assumed to be l...