Mohd Ubaid

12 Questions 14 Answers 0 Followers

Questions related from Mohd Ubaid

How and where to store large data from nonlinear time history analysis from ETABS for future use?

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 7,682 1 View

Cam we do incremental dynamic analyisis in PERFORM -3D?

Should I use ETABS or Perform 3D for IDA analysis? Does Perform 3D provide more functions for IDA?

17 January 2022 6,227 2 View

How to model buckling restrained bracing in SeismoStruct software?

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 8,848 2 View

Damping coefficient of response spectrum for scaling of time histories for non linear dynamic analysis?

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 5,902 3 View

How to assign panel zone in etabs?

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 9,812 4 View

Performance point is not reaching for pushover analysis according to Asce 41-13 in etabs?

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 8,402 7 View

How to find the target displacement to use in displacement control pushover analysis according to ASCE 41-17?

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 2,437 2 View

How to model plastic hinge property for concrete filled steel tube used as bracing in sap2000 / etabs?

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 4,001 1 View

How to model web stiffened beam in sap2000/etabs for using as a shear link in eccentrically braced frame?

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 5,632 4 View

Which software takes less analysis time for nonlinear time history analysis for same model ? Is it Etabs, SAP2000,and opensees or other software?

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 2,636 7 View

Error in hinge generation in sap2000?

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 8,769 5 View

How to get eigenvectors from SAP2000?

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 4,159 4 View