Gürkan Arici

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Questions related from Gürkan Arici

What should the mass scaling factor be in dynamic explicit design in ABAQUS?

Dear members, I have a single storey reinforced system which is strenghtened with Steel Plate Shear Wall. due to finite elements having very small dimensions (because of studs) stable time...

13 December 2020 720 1 View

Why does Etabs give too much shear reinforment area per meter according to the russian design codes (snip)?

Dear researchers, I am dealing with a concrete model in ETABS which I need to design according to the Russian codes (SNIP). I have problem with required shear reinforcement area of columns. In...

01 July 2020 7,546 0 View

Rebar output request for embedded constraints?

Hi, I modelled RCC beam using truss elements embedded in solid. However, in the warning area, I got somehing like "Rebar output is available only in membrane, shell, or surface elements at the...

12 February 2018 3,806 0 View