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[1]Assessment of optimal ground motion intensity measure for high-speed railway girder bridge (HRGB) based on spectral acceleration:Engineering Structures,2022,252
[2]Track structural damage index for high-speed railway girder bridges considering residual deformations due to earthquake:Bulletin of Earthquake Engineering,2022,20(12):6587-6609.
[3]Effects of Spatial Variation of Ground Motion (SVGM) on Seismic Vulnerability of Ultra-high tower and Multi-tower Cable-stayed Bridges,2022,26(16):8495-8524.
[4]System-based probabilistic evaluation of longitudinal seismic control for a cable-stayed bridge with three super-tall towers:Engineering Structures,2021
[5]Evaluation of Optimal Ground Motion Intensity Measures and Seismic Fragility Analysis of a Multi-pylon Cable-stayed Bridge with Super-high Piers in Mountainous Areas:Soil Dynamics and Earthquake Engineering,2020,129
[6]Effects of horizontal ground motion incident angle on the seismic risk assessment of a high-speed railway continuous bridge:Archives of Civil and Mechanical Engineering,2021,21(1):1-20.
[7]高速铁路桥墩损伤量化研究:土木工程学报,2022,56(5
[8]高速铁路梁桥建模参数敏感性分析:铁道科学与工程学报,2022
[9]Influence of site conditions on structural vulnerability of a super high three-tower cable-stayed bridge:Structures,2021,34):3882-3893.
[10]Seismic performance of circular reinforced concrete columns subjected to compression, bending and torsion with low and moderate shear span ratio:Archives of Civil and Mechanical Engineering,2021,21(3
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