Tian-Ji Li
- Seismic behavior of concrete columns with ends transformed via perforated H-shaped steel and engineered cementitious composite. In: Soil Dynamics and Earthquake Engineering, v. 165 (Februar 2023). (2023):
- Interfacial bond–slip behavior between H-shaped steel and engineered cementitious composites (ECCs). In: Engineering Structures, v. 231 (März 2021). (2021):
- Novel principle for improving performance of steel frame structures in column-loss scenario. In: Journal of Constructional Steel Research, v. 163 (Dezember 2019). (2019):
- Cross-sectional analysis of arbitrary sections allowing for residual stresses. In: Steel and Composite Structures, v. 18, n. 4 (April 2015). (2015):
- Residual stress tests of welded Q690 high-strength steel box- and H-sections. In: Journal of Constructional Steel Research, v. 115 (Dezember 2015). (2015):
- Behavior of Q690 high-strength steel columns: Part 1: Experimental investigation. In: Journal of Constructional Steel Research, v. 123 (August 2016). (2016):
- Behavior of Q690 high-strength steel columns: Part 2: Parametric study and design recommendations. In: Journal of Constructional Steel Research, v. 122 (Juli 2016). (2016):
- Direct analysis for high-strength steel frames with explicit-model of residual stresses. In: Engineering Structures, v. 100 (Oktober 2015). (2015):