Author

Jianluan Li

Institution: Anhui Transport Consulting & Design Institute (China)

Observed institutions: Hefei University of Technology, Anhui Transport Consulting & Design Institute (China)

ORCID: 0009-0004-0711-7321

Observed ORCID: 0009-0004-0711-7321

OpenAlex ID: A5108848466

Experimental and numerical study on shear behavior of shear pockets between ultra-high-performance and normal concrete for precast girder bridges

2023 · Liang Chen, Jing Yan, et al. · Structures · 18

Quasi-static testing of UHPC cupped socket piers-footing connection and its seismic fragility analysis under near-fault ground motions

2024 · Dahai Yang, Zhigang Wu, et al. · Scientific Reports · 8

Experimental and Numerical Study on the Mechanical Performance of Ultra-High-Performance Concrete T-Section Beams

2023 · Jianluan Li, Yonggao Yin, et al. · Sustainability · 8

Study on Seismic Performance Optimization of Assembly Concrete-Filled Steel Tubular (CFST)-Laced Piers

2023 · Liang Chen, Rui Zuo, et al. · Sustainability · 3

Parallel Implementation and Branch Optimization of EBE-FEM Based on CUDA Platform

2020 · Y. Zhang, Xiuke Yan, et al. · 3

Numerical and Theoretical Study on Shear Capacity of Segmental Joints in UHPC-RC Composite Beam Bridge

2023 · Yun Shen, Jianluan Li · Lecture notes in civil engineering · 1

Study on the Calculation of Bending Capacity Based on UHPC Design Codes

2024 · Lei Sun, Jianluan Li · Lecture notes in civil engineering

Works count: 7

Citation count: 41

H-index: 3

I10-index: 1