hello,
i have many questions concerning the shear wall system modeling in etabs:
1)i have assigned for slabs 0.01 modifiers for M11,M22, and M12 in order to transfer the earthquake load to shear walls only . is this correct?.in this case i have problem in mode shape the fundamental modes are...
Dear all ,
i have a 19 floors building and i am using Etabs for seismic analysis,i am starting a g/R (R=4) as minimum scale factor for response spectrum case ,but when comparing the base shear between static and dynamic the ratio V(static)/Vdynamic =6>R,thus the scale factor for spectral case...
