مطالعه پارامتری از رفتار لرزه ای غیرخطی مدل های ساختمان سه بعدی

Finally, the main conclusions obtained were: (i) the displacements at each floor level do not vary with the number of resistant planes parallel to the direction of seismic action in structures with moderate static eccentricity (e/r≤0.50)(e/r≤0.50) and low overall ductility of design (μ≤4)(μ≤4), which is the opposite effect as that observed for the displacements and ductilities of each frame; (ii) the relevant parameters in this type of study are identified.