hello
i want to study opensees source code i am abit familiar with finite element programming and abit with c++ .my question is :
where sould i begin to study the source code ?
what should i look for to understand what opensees is doing ?
about learning the source code
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- Posts: 82
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- Location: iiees
look at my dissertation, if you are not interested in parallel you don't need to go beyond chapter 3.
also look at this paper:
McKenna, F., M.H. Scott, and G.L. Fenves. "Nonlinear Finite Element Analysis Software Architecture Using Object Composition." Journal of Computing in Civil Engineering, 24(1):95-107, January 2010.
also look at this paper:
McKenna, F., M.H. Scott, and G.L. Fenves. "Nonlinear Finite Element Analysis Software Architecture Using Object Composition." Journal of Computing in Civil Engineering, 24(1):95-107, January 2010.
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- Posts: 82
- Joined: Fri Aug 14, 2009 12:11 am
- Location: iiees
[quote="fmk"]look at my dissertation, if you are not interested in parallel you don't need to go beyond chapter 3.
also look at this paper:
McKenna, F., M.H. Scott, and G.L. Fenves. "Nonlinear Finite Element Analysis Software Architecture Using Object Composition." Journal of Computing in Civil Engineering, 24(1):95-107, January 2010.[/quote]
where can i download your dissertation?
also look at this paper:
McKenna, F., M.H. Scott, and G.L. Fenves. "Nonlinear Finite Element Analysis Software Architecture Using Object Composition." Journal of Computing in Civil Engineering, 24(1):95-107, January 2010.[/quote]
where can i download your dissertation?
Re: about shearlimitmaterial
Dear professor : How are you? sorry, I want to tell my questions clearly.
I am a student form China. I have learned all of your papers since 2002 about your shear limit material. I have some quentions about your material.
In OpenSees Manual, the example analysis file for limitStateMaterial, in this analysis file ,I have some questions. a) How to calculate #residual shear capacity Vr=3.0? b) #stiffness of unloading slope for flexural component kf=24.7? c) #strengths for initial response Vi1=25?
Vi2=30? Vi3=45?
Welcome to Tongji University again. I hope to discuss with you about
your material at length.
thank you very much. Looking forward to you reply.
leituo
Tongji University, China
I am a student form China. I have learned all of your papers since 2002 about your shear limit material. I have some quentions about your material.
In OpenSees Manual, the example analysis file for limitStateMaterial, in this analysis file ,I have some questions. a) How to calculate #residual shear capacity Vr=3.0? b) #stiffness of unloading slope for flexural component kf=24.7? c) #strengths for initial response Vi1=25?
Vi2=30? Vi3=45?
Welcome to Tongji University again. I hope to discuss with you about
your material at length.
thank you very much. Looking forward to you reply.
leituo
Tongji University, China