Good presentation with respect to the X-direction... Moving forward, if the Y-direction is to be considered, obviously Cases 1 & 3, 4, 5, and 6 will render the least eccentricities... Finally, considering both X and Y-Direction, Cases 1 and 4 will be the choices... of these last 2, which is better? We shall await for the next series part 2 of the answer.
Thank you for your attention this is for a situation where it is not possible to use a shearwall for the other direction due to architectural limitations
having said that with the same model in case 1, make a video of a structure that has 2 lateral structural systems… i.e., with shear wall in the X-direction and moment resisting frames in the Y-direction… Give emphasis of the R to be used for each X and Y-directions.
Good presentation with respect to the X-direction... Moving forward, if the Y-direction is to be considered, obviously Cases 1 & 3, 4, 5, and 6 will render the least eccentricities... Finally, considering both X and Y-Direction, Cases 1 and 4 will be the choices... of these last 2, which is better? We shall await for the next series part 2 of the answer.
Thank you for your attention
this is for a situation where it is not possible to use a shearwall for the other direction due to architectural limitations
having said that with the same model in case 1, make a video of a structure that has 2 lateral structural systems… i.e., with shear wall in the X-direction and moment resisting frames in the Y-direction… Give emphasis of the R to be used for each X and Y-directions.