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Questions related from Ali Mirzaee
Hi dears. I need to know the correct values of properties of steel and concrete in Abaqus to modeling a post-fire behavior of cfst colomn . Sincerely thanks.
26 June 2025 2,511 2 View
hello dears I want to know if Etabs can do blast analysis? I need some tutorial source. sincerely thanks
28 January 2023 4,226 0 View
Hello everyone. I need to learn How to make a blast analysis in Etabs? any useful tutorial? sincerely thanks
06 January 2023 1,631 0 View
Hello Recently I have heard that just SAP should be used for dynamic analysis of building and the results of ETABS are not valid for nonlinear dynamic analysis. I have done nonlinear dynamic...
28 September 2021 5,085 5 View
Hello all dears To do time history analysis in ETABS I downloaded 7 acceleration records from the Peer site and then I made the spectrum according to the rules and got the scale factors I...
06 July 2021 1,891 0 View
hello all I have to define a correctly nonlinear property for steel. what I must do for filing out the parts that I show in the picture?
28 June 2021 6,888 2 View
Hello Dears. I am currently modeling a ten-story steel bending frame in Etbas. Given that I want to create the nonlinear hinge in the beams, can I ignore define a nonlinear hinge for the columns?...
22 June 2021 5,221 3 View
Hello All. A steel box column is filled without unreinforced concrete and subjected to a cyclic load. Due to the flange of the steel column, the effect of confinement in concrete is created. In...
22 June 2021 256 5 View
hello, hope you all well. How do I define this load history as amplitude in Abaqus? I have to apply this load history at the end of the beam. If I must obtain equivalent displacement?
01 June 2021 7,714 3 View
For getting the hysteresis loop I have to define SET. I defined the loading plate as a set but the only displacement data was available because the model is displacement control. please teach me...
25 May 2021 1,730 0 View
Hello, dears. I can not manage these steps. please help me. To apply preloading on the bolts I want to do the following steps from this article: The Guidelines for Modelling the Preloading Bolts...
20 May 2021 3,568 0 View
Hello everyone. I am modeling a connection that according to the sections and materials in the numerical model of the article and in the experimental model, bolts fractured. But in the model I...
18 May 2021 9,768 4 View
Hello dear All. Hope you are well. in the part of this article we see: (Finite element analysis for such connection, using ABAQUS, requires two types of analyses. The first type is Eigenvalue...
05 May 2021 2,094 0 View
Hello Dear All. I am simulating specimen SC02 of the article...
28 April 2021 2,017 3 View
In Abaqus I have set up a model of Steel moment frames with welded flange plate (WFP) connection ( part of 10-storey building )for determination of fragility curves. How can I apply...
17 March 2021 1,782 3 View
Dear all I have a 2D steel frame that is subjected to nonlinear time history analysis. 7 acceleration records have been selected from the PEER and scaled to normal (1g) and then used for the...
01 January 1970 2,089 4 View
Hello All. A steel box column is filled with unreinforced concrete and subjected to a cyclic load. Due to the flange of the steel column, the effect of confinement in concrete is created. In...
01 January 1970 6,148 0 View
