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Questions related from Ahmad Soraghi
Hello Dear all, I am looking for a reference that considered the rebar diameter as a random variable (e.g. having a normal distribution with standard deviation) in reliability analysis, however,...
12 November 2020 4,307 1 View
Hi, I have a simple RC column modeled with Steel02 Material in OpenSees and I am trying to change it to Hysteretic Material (to see the degradation in my final graph). I want to have a...
30 April 2020 6,059 3 View
Hello all, I am modeling a column in OpenSees using the Bond _SP01 (Strain Penetration) material to consider the slippage of the column footing. The program runs well, however, when I plot the...
17 April 2020 1,376 4 View
Hello everyone, My question is regarding modeling an RC beam/column in OpenSees using CONCRET01 uniaxial material based on concrete compressive strength, f'c (based on an experiment). While only...
15 April 2020 317 3 View
Hello Dear all I am struggling with modeling bond-slip of a RC element (beam or columns) using OpenSees. I already know that the best way to consider slippage in a rebar-concrete interface is to...
03 April 2020 2,570 3 View
Hello I am trying to define a simple RC beam element in OpenSees. I know exactly how to define the concrete and steel fibers and it works fine. However, I need to model the beam in a way that I...
18 March 2020 9,911 7 View
Hello I started working on developing a material in OpenSees. I followed the OpenSees tutorial provided by Dr. Frank McKenna and as I implement all steps in Visual Studio 2010 I got errors on...
15 November 2019 6,505 0 View
Dear all, I have a question related to the Strain Penetration effect in reinforced concrete, also known as bond slip. I already know the fact that the assumption of perfect bonding in real...
01 January 1970 2,231 5 View
