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hi all
I`ve created a RC frame and used beamColumnJoint element for the connections, period of structure is very high.
the period of the model without beamcolumnjoint element is ok.
please help me
Thanks

hi Dear vesna I am studying the beam column joint model in the OpenSees Manual. I am modelling 2d beamcolumn joint my model without any error and warning run but I couldn't get output files (recorder). i use the following recorders . recorder Element 7 -file RBbt.out node2BarSlipB stressStrain recor...

hi all

Dear Vesna Thank you so much for your attention, it is the relevant part of my code where i define my section # units : kN , m , s #proc BuildRCSection {id HSec BSec coverH coverB coreID coverID steelID numBarsTop barAreaTop numBarsBot barAreaBot numBarsIntTot barAreaInt Sstirrup nfCoreY #nfCoreZ nf...

hi all. I've modeled a 3-bay 4-story RC moment frame and subjected it to an earthquake record. I've used element type forceBeamColumn and fiber section, my model is without any error or warning, but When i add shear to fiber section with section Aggregator, I've found some error message. The error i...

Dear Vesna Thank you so much for your attention,
I use version 2.3.0 of OpenSees, my model is without any error or warning ,but even when i change the section number the output files is empty!!!
section force/deformation recorder only work for the zeroLength elements in my model.

hi all. I've modeled a 3-bay 4-story RC moment frame and subjected it to an earthquake record. I've used element type dispBeamColumn and fiber section, I've used the following recorders: ############################################################## recorder Element -file Data/ele1sec1Force.out –tim...

Can OpenSees model ADAS (Added Damping and Stiffness) damper which is the subcategory of metallic yield dampers and if it can how?