15 Questions 23 Answers 0 Followers
Questions related from Mohd Ubaid
Sir, I have performed time history analysis in ETABS. The size of the files after analysis is very large. I have extracted my results for my research paper. Now, I want to store my data...
23 January 2022 7,695 1 View
Should I use ETABS or Perform 3D for IDA analysis? Does Perform 3D provide more functions for IDA?
17 January 2022 6,243 2 View
I want to model buckling restrained bracing in SeismoStruct software but i could not find any resource on this. What type of element should I use as there is no direct element for buckling...
20 July 2021 8,862 2 View
I want to perform a nonlinear time history analysis of a steel frame. I am using 3% rayleigh damping for my model. For nonlinear time history analysis, I want to scale the time histories. What...
24 June 2021 5,912 3 View
I want to assign panel zones in my model. I am confused about how to assign it properly. I do not how to fill the P/Py for columns. Do I need to assign individually for each joint? Please help.
09 June 2021 9,824 4 View
I want to nonlinear static analysis according to FEMA 440. But in etabs the only option available for the plastic hinge is by using ASCE 41-17 code. Please let me know how to assign the hinge...
24 March 2021 6,776 1 View
I have performed a nonlinear static analysis in etabs for a steel braced frame. The pushover curve is linear and the model has shown any yielding. But the analysis has stopped before reaching the...
20 March 2021 8,412 7 View
I have performed nonlinear time history analysis in Etabs. I want to find the energy absorbed by my model during this analysis. But I could not found it. It will be very helpful if anyone can...
20 February 2021 8,796 2 View
I am performing pushover analysis in Etabs of a steel braced frame but oI do not know what value should I use for target displacement. The height of the building is 20m. I want to know what value...
30 January 2021 2,477 2 View
I am trying to model a concrete-filled steel tube as bracing in my work. I am confused about how to model the plastic hinge for the brace. Which type of plastic hinge should I use for this...
13 January 2021 4,009 1 View
I am trying to model the shear link in sap2000/ etabs by I do not know how to model the web stiffened beam in this software because for the shear link we have to use web stiffness. Please suggest...
06 January 2021 5,644 4 View
I am trying to model the shear-link in etabs for nonlinear time history analysis. I do not know how to model the nonlinear behavior of this link. Please help.
27 December 2020 3,956 8 View
I am analyzing an RCC framed structure but in ETABS it is very much time. This is why want to know whether open sees or any other software takes less time for non-linear time history analysis.
22 September 2020 2,649 7 View
I have attached a photo of the error which is shown while trying to do nonlinear analysis in sap2000. I don not why it is showing this error. I have assigned the hinge property properly. please...
15 July 2020 8,778 5 View
I have made a 3d model of a building and I am trying to find out the eigenvectors for each modeshapes using SAP2000 . In sap2000 I can easily find the other details like eigenvalues, modal...
27 April 2020 4,169 4 View
