Shengying Li
- Compressive behavior of damaged timber columns: Experimental tests, degradation model, and repair method. In: Engineering Structures, v. 293 (Oktober 2023). (2023):
- Numerical analysis of traditional Chinese timber structure: Simplified finite element model and composite elements of joints. In: Journal of Building Engineering, v. 67 (Mai 2023). (2023):
- Effects of timber infill walls on the seismic behavior of traditional Chinese timber frames. In: Earthquake Engineering and Engineering Vibration, v. 21, n. 4 (Oktober 2022). (2022):
- Effects of gaps on the seismic performance of traditional timber frames with straight mortise-tenon joint: Experimental tests, energy dissipation mechanism and hysteretic model. In: Journal of Building Engineering, v. 58 (Oktober 2022). (2022):
- Effects of gaps on the rotational performance of traditional straight mortise-tenon joints. In: Engineering Structures, v. 260 (Juni 2022). (2022):
- A new method of evaluating energy efficiency of public buildings in China. In: Journal of Building Engineering, v. 46 (April 2022). (2022):
- Influence of wood infill walls on the seismic performance of Chinese traditional timber structure by shaking table tests. In: Bulletin of Earthquake Engineering, v. 18, n. 10 (Juni 2020). (2020):
- Lateral Behavior of Traditional Chinese Timber-Frames Strengthened with Shape-Memory Alloy: Experiments and Analytical Model. In: Journal of Structural Engineering (ASCE), v. 146, n. 6 (Juni 2020). (2020):
- Seismic Behavior of Chinese Traditional Timber Frames with Masonry Infill Wall: Experimental Tests and Hysteretic Model. In: International Journal of Architectural Heritage, v. 15, n. 8 (September 2021). (2021):