The document discusses response modification factor (R factor), which accounts for ductility, overstrength, and redundancy in seismic design. It outlines the evolution of seismic codes from 1906 to present day, including key studies. R factor values have increased over time as codes recognized structures' ability to dissipate energy through inelastic behavior. The document also provides methods for calculating R factors based on strength and redundancy, and compares R factor values assigned by different modern codes to structural systems like braced frames, shear walls, and composite systems.