Dear all,
I did linear buckling analysis in ETABS of a tall building under load case DL,SDL, and 0.25 LL as applied load. The modal analysis use eigen.
It happened that there is a warning on "no buckling mode found" during analysis result.
May I have your ideas and solutioins related to this...
Dear engineers,
I modeled a building in ETABS, and under wind loading, then I got the result of story response forces like this.
The semi-rigid is assigned, and the slab are flat slab.
I wonder why the overturning moment and story shear force reverse the value from negative to positive value...
Dear fellow engineers,
I have a question regarding the problem of checking the shear force between core wall and response story plot in ETABS 2016.
I check at the top location of story 75th, and see that the total shear force in core wall is bigger than the total shear force by story response...
