DESIGN AND DAMAGE ANALYSIS USING NONLINEAR METHODS ON REINFORCED CONCRETE BUILDINGS DUE TO EARTHQUAKE SEQUENCES
Code-based design and performance-based design utilize seismic load inputs that may occur based on PSHA (Probabilistic Seismic Hazard Analysis) analysis and calculations. Typically, this analysis is conducted by applying ground motion adjusted to the target MCER (Maximum Considered Earthquake Respon...
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| Format: | Final Project |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/74140 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |