（1）陕西省博士后科研项目，2024.01至2025.06，主持

（2）陕西省教育厅专项科研计划项目，2025.01至2026.12，主持

（3）西安市科学技术协会青年人才托举计划项目，2025.07-2027.06，主持

[1]    Tong Li, Mingke Deng. Shaking table test on adobe masonry structurestrengthened using engineered cementitious composites strips. Construction and Building Materials 496 (2025) 143782.

[2]    Tong Li, Mingke Deng, Zhengtao Qiu, Xuesong Wang, Shuo Yang. In-plane shearbehavior of masonry walls strengthened with HDC repointing in bed joints and HDC layer under diagonal compression loads. Structures 77 (2025):109088.

[3]    Tong Li, Wei Zhang, Zhengtao Qiu, et al. Experimental cyclic testing ofmasonry pier-spandrel substructures reinforced with engineered cementitious composites overlay. Bulletin of Earthquake Engineering 22 (2024): 7179–7200.

[4]    Tong Li, Zhengtao Qiu, Yangxi Zhang, et al. Autoclavedaerated concrete masonry wallettes strengthened using TRC overlay under out-of-plane load. Journal of Building Engineering 86 (2024) 108884.

[5]    Tong Li, Mingke Deng, Yangxi Zhang, et al. Study onflexural behavior of BFRCM-autoclaved aerated concrete composite slabs: Effectsof slab and strengthening thickness. Journal of Building Engineering 76(2023) 107382.

[6]    Tong Li, Mingke Deng, Yangxi Zhang, et al. Experimental study on axialcompressive behavior of full-scale masonry columns strengthened with reinforced high ductile concrete (RHDC). Engineering Structures 252 (2022) 113650.

[7]    Tong Li, Mingke Deng, Yangxi Zhang. Study on axial compressive performanceof HDC-masonry composite elements. Construction and Building Materials 304 (2021) 124593.

[8]    Tong Li, Mingke Deng, Yangxi Zhang. In-plane behavior of URM wall withopenings strengthened with ECC subjected to cyclic load. Structures 34 (2021) 2765–2776.

[9]    Tong Li, Mingke Deng, Yangxi Zhang. Performance of axially loaded masonrycolumns confined using textile reinforced concrete (TRC) added with short fibers. Construction and Building Materials 279 (2021) 122413.

[10]    Tong Li, Mingke Deng, Yangxi Zhang. Effect of eccentricity on strengtheningefficiency of bar mesh high ductile concrete  (BMHDC) on slender masonry columns. Engineering Structures 230 (2021) 111732.

[11]    Tong Li, Mingke Deng, Yangxi Zhang, et al. Masonry columns confined withglass textile-reinforced high ductile concrete (TRHDC) jacket. Engineering Structures 222 (2020) 111123.

[12]    Mingke Deng, Tong Li*,Yangxi Zhang. Compressive performance of masonry columns confined with highly ductile fiber reinforced concrete (HDC). Construction and Building Materials 254 (2020) 119264.

[13]    Mingke Deng, Tong Li*. Masonrycolumns strengthened with bar mesh highly ductile fiber reinforced concrete (BMHDC) jacket under concentric and eccentric loads. Construction and Building Materials 237 (2020) 117606.

[14]    Yanting Sun, Mingke Deng, Tong Li*, et al. Half-scale shaking table testsof two brick and wood buildings: Effect of the engineered cementitious composites strips retrofit system. Structures 59 (2024) 105752.

[15]    李彤, 鲁鑫东, 邓明科.带水平缝高延性混凝土面层加固足尺框架填充墙抗震性能有限元分析.材料导报,2025,1-14.

[16]    邓明科, 孙严廷, 李彤*, 等. 高延性混凝土加固单层砖木结构农房振动台试验研究. 工程力学. 2024, 41(1): 90-113.

[17]    邓明科, 胡娴, 李彤*, 等. 织物增强HDC加固砖柱受压性能试验研究. 湖南大学学报(自然科学版).2023, 50(5): 43-54.

[18]    邓明科, 李彤, 范丽玮. 钢筋网高延性混凝土加固砖柱偏心受压性能试验及计算方法研究. 工程力学.2021, 38(5): 61-71.

[19]    邓明科, 李彤, 樊鑫淼. 高延性混凝土加固砖柱轴压性能试验研究. 工程力学. 2019, 36(5): 92-99.