Chatham Street
Brownlow Hill
Liverpool, L69 7ZA
United Kingdom
University of Liverpool
Tunnel-Form System, Non-structural Components, Multi-Level Approach, Multi-Objective Approach, Seismic Reliability Analysis
Deterioration with aging, Chloride-induced corrosion, Ductile flanged wall-frame building, Time-dependent seismic performance, Acceptable collapse margin ratio, Time-dependent fragility surface
Tunnel-Form System, Effective Damping Ratio, Performance Point, probable performance interval, Capacity Spectrum Method, Displacement Coefficient Method, Displacement Amplification Factor