100 Ping Le Yuan
Chaoyang District
Beijing, 100020
China
Beijing University of Technology
Machine learning, Ensemble Learning, Deep neural network, TabNet, Seismic isolation bridges, Seismic response prediction, Seismic damage state assessment
Residual displacement, RC bridge pier, Liquefiable soil, Soil-pile nonlinear interaction, Soil nonlinearity, Dynamic time history analysis, Plastic damage
vertical-to-horizontal spectral acceleration ratio, Western China, ground motion prediction equation, random effects regression
Failure analysis, Residual displacement, RC bridge pier, Liquefiable soil, Soil-pile nonlinear interaction, Soil nonlinearity, Dynamic time history analysis, Plastic damage.
UHPC, Shear strength, Neural network, Shapley additive explanations, GUI
