30. Spectral Acceleration
Spectral Acceleration (Sa) is a critical parameter in earthquake engineering, representing the maximum acceleration of a damped single degree of freedom (SDOF) system under seismic forces. This chapter provides an in-depth exploration of Sa's definition, calculation, influence on design, and practical applications, while also highlighting key factors affecting spectral acceleration such as soil type and damping ratio. Significant advancements and methodologies for using spectral acceleration in seismic design and analysis are also discussed, including site-specific response spectra and recent research developments.
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What we have learnt
- Spectral acceleration is the maximum acceleration experienced by a damped SDOF system during seismic excitation.
- Various factors such as soil type, seismic zone, and damping affect spectral acceleration.
- Site-specific response spectra are crucial for critical structures and require comprehensive geotechnical investigation.
Key Concepts
- -- Spectral Acceleration (Sa)
- The maximum acceleration response of a damped SDOF system to specific ground motion, calculated as a function of its natural frequency and damping ratio.
- -- Single Degree of Freedom (SDOF) System
- A simplified model representing a structure's dynamic response using a mass-spring-damper system.
- -- Response Spectrum
- A plot of the maximum response of SDOF systems versus period or frequency for a given ground motion.
- -- Design Base Shear
- The force calculated to account for seismic loading based on spectral acceleration and structural parameters.
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