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This paper discusses the development of damage-based inelastic response spectra for seismic design, focusing on performance considerations and the relationship between design strength and structural damage. It introduces the damage-based strength reduction factor (RD factor) and examines its implications on structural performance through empirical formulas derived from a large set of earthquake ground motions. The study emphasizes the need for performance-based design frameworks to account for varying level

Author

wrayro

Language

EN