modified seismic design lateral force distribution for the performance-based plastic design (pbpd) of steel moment structures considering soil flexibility

It is well known that structures designed by conventional seismic design codes experience large inelastic deformations during strong ground motions. a realistic estimation of force distribution based on inelastic response is one of the important steps in a comprehensive seismic design methodology in order to represent expected structural responses more accurately. this paper presents an extensive parametric study to investigate the structural damage distribution along the height of the steel moment-resisting frames (smrfs) designed based on the state-of-art constant-ductility performance-based plastic design (pbpd) approach considering soil exibility effects when subjected to 20 strong ground motions. to this end, the effects of fundamental period, target ductility demand, and base exibility level are investigated and discussed. based on the numerical results of this study, simplified equations are proposed for practical purposes to refine and modify the lateral force distribution pattern already suggested by researchers based on the study of inelastic behavior developed for fixed- and exible-base structures by using relative distribution of maximum story shears of the selected structures subjected to various earthquake ground motions. it is demonstrated that the proposed equations can adequately estimate the optimum values of the shear proportioning factor in both fixed-base and soilstructure systems.