100 Ping Le Yuan
Chaoyang District
Beijing, 100020
China
Beijing University of Technology
Soil Constitutive, Physical Symbolic Regression, artificial intelligence
Soil Constitutive, Physical Symbolic Regression, Artificial Intelligence
seismic resilience, underground structures, evaluation method, resist and recovery resilience, resilience improvement
Subway station, Water table rise, seismic performance, Internal force, Deformation;
Concrete, Peridynamics, Failure criterion, Stress state related, Fracture
underground structures, seismic reduction, truncated columns, deformation capacity, Dynamic response
Seismic resilience, resilience index, evaluation framework, load-carrying functionality, seismic decision fragility
Peridynamic, reinforced concrete, Material interface, Bond-slip mechanism, Failure analysis
concrete, Sulfate attack, Cycle loading, Energy parameter, Damage variable
Fiber reinforced polymer (FRP) grid;Engineered Cementitious Composites;Ultra-High Performance Concrete;Uniaxial tensile test;Deformation behavior;intensive property