100 Ping Le Yuan
Chaoyang District
Beijing, 100020
China
Beijing University of Technology
Tunnel, Fault, Analytical solution, Elastic foundation beam model, Tangential contact condition
Segmental tunnels, Seal roof block, Seismic response, Universal ring structure
Multi-layer lined tunnels, Longitudinal seismic response, Analytical solution, Soil-structure interaction, Ground-lining and layered-lining interfaces
Transfer matrix method, Flexible joints, Longitudinal mechanical response, Strike-slip fault, Analytical solution