已发表成果:
WOK 论文 17 篇;中文核心 2 篇;
Multihazard resilience and sustainability evaluation of coastal RC bridges under sequential earthquake-tsunami events
Sustainability and Resilience Assessment of a Reinforced Concrete Bridge Subjected to Liquefaction-Induced Lateral Spreading
Liquefaction resistance of anisotropically consolidated sand under monotonic and cyclic undrained torsional shear
A Novel Method for Seismic Resilience Assessment of Urban Hospital Network Systems Based on a Real-Time Simulation Model
A Novel Method for Seismic Resilience Assessment of Urban Hospital Network Systems Based on a Real-Time Simulation Model
Seismic performance of a sheet-pile retaining structure in liquefiable soils: Numerical simulations of LEAP-2022 centrifuge tests
A three-dimensional multi-surface plasticity soil model for seismically-induced liquefaction and earthquake loading applications
A novel peridynamic solution for modelling saturated soil-pore fluid interaction in liquefaction analysis
Polymer Injection and Liquefaction-Induced Foundation Settlement Mitigation: A Shake Table Testing Investigation
Liquefaction behavior of inherently anisotropic sand under cyclic simple shear: Insights from three-dimensional DEM simulations
Performance-based seismic resilience and sustainability assessment of coastal RC bridges in aggressive marine environments
Longitudinal seismic fragility assessment of an integral bridge-ground system in liquefaction-induced lateral spreads
A practical three-dimensional plasticity model for cyclic degradation of soil in earthquake loading applications
Response characteristic of crane-wharf interaction system: Numerical simulation and global sensitivity analysis
Bridge in Narrow Waterway: Seismic Response and Liquefaction-Induced Deformations
Seismic Risk Assessment of an Liquefaction Ground Bridge System Using Stone Column for Reinforcement
Seismically Induced Ground Deformation and Reduction of Impact on Bridge Systems
考虑碎石桩加固的液化场地桥梁地震风险分析
湖南大学学报(自然科学版),1674-2974,2022-07-25.基于OpenSees的砂土本构模型对比研究
地震工程学报,1000-0844,2022-01-25.