asdeasoft.net

Dear STKO team, when I try to use openseesMP to parameterize my model for running parametric analysis, there is a problem that troubles me. How to parameterize the duration of ground motion and the numIncr, because there are so many timeseries (which describe different ground motion) and the ...

Dear STKO team, are there any recommended values for nct, ncc and smoothingAngle when I try to model masonry structures by macroscopic modeling method.

Hello, I presume you are attempting to represent the out-of-plane behavior by referencing direction 2 in the enclosed figure. Nevertheless, the equivalent frame model is constrained to capturing the in-plane response and does not account for the out-of-plane response. One of the foundational ...

Hi. You can look at the following literature. Please let us know if you need further assistance related to STKO.
Beyer, Katrin, and Sujith Mangalathu. "Review of strength models for masonry spandrels." Bulletin of Earthquake Engineering 11 (2013): 521-542.

Dear kesavapraba, thanks for your reply ...

Dear STKO team:
After watching the tutorial on your official website, I found that the masonry modeling in the tutorial is a two-dimensional equivalent framework modeling. So, when I want to perform three-dimensional equivalent framework modeling, how can I determine the material parameters that ...

Hi, You might be interested in the following articles. However, please ensure using appropriate material models for capturing the shear responses of piers.

Quagliarini, E., G. Maracchini, and F. Clementi. "Uses and limits of the Equivalent Frame Model on existing unreinforced masonry ...

Hi, You might be interested in the following articles. However, please ensure using appropriate material models for capturing the shear responses of piers.

Quagliarini, E., G. Maracchini, and F. Clementi. "Uses and limits of the Equivalent Frame Model on existing unreinforced masonry buildings ...

Hi, You might be interested in the following articles. However, please ensure using appropriate material models for capturing the shear responses of piers.

Quagliarini, E., G. Maracchini, and F. Clementi. "Uses and limits of the Equivalent Frame Model on existing unreinforced masonry buildings ...

Hi, there seems to be some issues with spandrel connectivity with the rest of the elements - Spandrel deforms a lot even before starting cyclic loading as seen in the attached figure below. Can you recheck how you discretized the wall and connection between piers and spandrels?

I would also ...

kesavapraba wrote: ↑

Mon Nov 13, 2023 10:18 pm

Hi, Can you please share a minimal model that shows this issue? We will look into that error.

Dear STKO team, I find I defined wrong parameters for pinching4 material. The model can run normally after inputting right parameters. But the hysteretic curve as following picture is still wrong.