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This document discusses changes to seismic design provisions in US model building codes over the last decade. Key changes include: 1. The design-basis earthquake is now two-thirds of the Maximum Considered Earthquake instead of a 10% probability of exceedance in 50 years. 2. Ground motion parameters are now spectral accelerations at 0.2 and 1 seconds corresponding to the MCE. 3. Seismic design category (SDC) assignments now consider seismicity, soil characteristics, and structure occupancy to determine
- Author
- Francisco GoFles
- Language
- EN