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This thesis examines earthquake ground motion parameters for structural design in Nepal. It conducts a probabilistic seismic hazard analysis for Kathmandu Valley considering contributions from 10 active faults. An attenuation relationship is used to estimate ground motion intensity from these sources. Hazard curves are generated for peak ground acceleration and spectral acceleration at bedrock and accounting for soil amplification. Response spectra are combined to simulate time histories at bedrock and grou

Author

Akash Paudel

Language

EN