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10-story frame 10-story model 10-Story Ramberg-Osgood Models 10-Story Standard R-0 Acceleration/g Alameda Park 1962 analysis axial deformation Axial Strain branch curve Column Ductility computed damping ratios dashpots deformation of columns earthquake motion effect of axial Effect of P-A elastic fundamental period elasto-plastic energy dissipation Equation 2.2 Girder Ductility Ratio girder response girder stiffnesses ground motion higher modes hysteresis behavior hysteresis loops inches inelastic behavior inelastic response influence interval lateral displacements M-9 curve maximum input energy multistory building frames multistory structures N-S x number of stories P-A effect period of structure presented in Figure procedure Ramberg-Osgood Models r=10 Ramberg-Osgood relationship Relative Story Displacement response parameters seconds Shear/Weight of Structure shown in Figure sidesway single-bay frame skeleton curve standard models Standard R-0 Model Standard Ramberg-Osgood Models Standard Taper Story Shear/Weight Strain in Columns three accelerograms uniform values velocity spectrum Yield Excursion Ratio