analysis of tall building
analysis of tall building
(OP)
I have analysing of tall building whose framing is typical rounded, a 3/4 circle, i find out that bigger moment force i get for beam. Is it normal? Do i need to place the shear wall on a right place, since walls are use only for elevators. Can some teach me how to place my shearwalls in a right place so i could reduce the torsional effect of earthquake for my irregular type of framing?






RE: analysis of tall building