The OpenSees Community

wangjingze1985 wrote:
> thank you very much four your reply. I have sloved the problem.
Hello,I came across such problem right now. I'm wondering how can you solve such problem? Thanks a lot ~

In fact not. Some elements are only compatible with the specific geomTransf. The more you do the simulation, the more you would know~

Do you mean the paper "Shear-Flexure Interaction for structural walls" by L.M. Massone, K. Orakcal, and J.W. Wallace? Prof.Wallace sent me that file several days ago.Or could you send me that PEER report to my email of chuangkunlau@gmail.com ? Is it "Analytical Modeling of Reinforced ...

In fact, I'm doing the cylic analysis. But it failed to get convergence before the cylic analysis, in other words, when I applied axial load on it, the program displayed "it failed to get convergence.....". I've checked the data time after time, but did not find some relevant errors. Can y...

Dear civilengr_tahir, I have some problem with using the Flexure-Shear Interaction Displacement-Based Beam-Column Element, it failed to get convergence even applied the axial load on it. I have no idea of what's wrong with the model for I have checked it many times. Could I send you my tcl script an...

In fact, I also have some problem in simulating the shear wall with the CONCRETE06,for several parameters are out of my determination, such as alpha1,b and alpha2. Do you know how to decide them for the model ?