University of Science and Culture
Tunnel-Form System, Non-structural Components, Multi-Level Approach, Multi-Objective Approach, Seismic Reliability Analysis
Tunnel-Form System, Effective Damping Ratio, Performance Point, probable performance interval, Capacity Spectrum Method, Displacement Coefficient Method, Displacement Amplification Factor
Tunnel-form concrete system, Allowable lateral displacement, Displacement amplification factor, Multi-level approach