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Hi, A certain steel section is described by Area, Inertia moments, Elasticity and Shear modules and etc. for a geometrically nonlinear structural system under only a bending moment with single axis . Also, the material is defined using “uniaxialMaterial Steel01”. Although I can not obtain the same l...

Hi, Although I have attempted the download the source code of Opensees v 3.2.2 (last version), I can not achieve it. The system gives me the following message as: Error running this command: svn --non-interactive --config-dir /tmp list --xml 'file:///usr/local/svn/OpenSees/@' E180001: Unable to conn...

Hi, This application exmple is also analysed for a hysteric case. It is loaded into the following link as: https://drive.google.com/file/d/1IiZePevg4TB4I7tBMVGqTc6P99s7tHQj/view?usp=sharing But, this push-pull example is unfortunately only for + direction of application strucrure due to failing in t...

Hi, I re-analyze my application example in a way of using the following input data: Elastic: Elastic module:30000, Area: 11.77, Inertia Moment: 310.1 Elasto-plastic: Steel01, Elastic module:30000, Area: 11.77, Inertia Moment: 310.1, Fy: 60, b:1.0, Integration Point Number: 5. Then, I re-draw the loa...

Dear Selimgunay,

Firstly, thank you for your support...

you are certainly right. In fact, I solve it. But, there exists another reason in obtaing such a sketch which is located in the link. I obtain them thereby utilizing an approach without interacted behaviour.

Best wishes,

Hi, I analyzed a typical structural system with both elastic and elasto-plastic materials, thereby utilizing the element “ForceBeamColumn3D“ for the nonlinear analysis. Elastic: Elastic module:30000, Area: 11.77, Inertia Moment: 310.1 Elasto-plastic: Steel01, Elastic module:30000, Area: 11.77, Inert...

Dear SelimGunay,

Thanks for your advice.

Dear Ismailgeshta,

Yes, you are right about this reference. In fact, several references have been already given in the official source code of this element. But, their contents are really very poor for a deep understanding.

wishes

Hi, I study on the behavior of steel structural systems, particularly, the geometric and material nonlinearity. For this purpose, I strive to understand the computing fundamentals of a special element named “ForceBeamColumn3d”. I would like to obtain a complete theoretical background of this element...

Dear polimeruvijay,

Please write your e-mail.

wishes,

Hi asmith,

Today, when I re-consider my input data, I notice that one of the material definitions is not correctly defined. Thus, after I correct it, this command runs for both "userDefined ...." and "LowOrder..."

wishes,

Hi asmith, Thanks for your reply. You are right about the lack data in the command "set weights “0.2 0.2”". However, altough I correct this mistake as set locations “0.0 1.0 0.2 0.5 0.8” set weights “0.2 0.2 0.2 0.2 0.2” set secTags “1 1 2 2 2” set integration “LowOrder $N $secTags $locati...

Hi, Although the following commands were correctly run in the old version of Opensees, it does not now run in opensees v2.5. How can I adapt these commands to the current version v.2.5? For now, thanks for any support set locations “0.0 1.0 0.2 0.5 0.8” set weights “0.2 0.2” set secTags “1 1 2 2 2” ...

Dear polimeruvijay,

Firstly, thanks for your support.
As you know, it requires a compiling process.
But, after a long search, I achive to find out the version of tcl8.4...

best wishes,

Dear Opensees team, I have one of the opensees versions, but do not know any thing about its certain version. Thus, I do not know the version of tcl in order to run this opensees correctly. Particularly, I have a error message "...do not find tcl84.dll...". How can I download a suitable tc...