Guochang Li
- Performance of eccentrically loaded ultra-high-strength concrete-filled Q770 steel tubular columns with varying slenderness ratios: Experimental and numerical investigations. In: Journal of Constructional Steel Research, v. 213 (February 2024). (2024):
- Performance of CFST members internally strengthened with I-shaped CFRP under impact load. In: Journal of Constructional Steel Research, v. 211 (December 2023). (2023):
- Lateral impact resistance of CFST cantilever members stiffened with encased I-shaped CFRP. In: Journal of Constructional Steel Research, v. 211 (December 2023). (2023):
- Seismic performance of two-story three-bay reinforced concrete frame equipped with K-configured buckling restrained braces. In: Journal of Building Engineering, v. 74 (September 2023). (2023):
- Testing, modeling, and design of square CFST columns internally reinforced by pultruded CFRP profile under axial compression. In: Engineering Structures, v. 273 (December 2022). (2022):
- Experimental and Finite Element Analysis of Shear Behavior of Prestressed High-Strength Concrete Piles. In: International Journal of Civil Engineering, v. 21, n. 2 (October 2022). (2022):
- Buckling behavior of slender square concrete filled steel tubular columns strengthened with CFRP profile under combined compression and bending. In: Journal of Building Engineering, v. 53 (August 2022). (2022):
- Structural performance of concrete-filled square steel tubular columns encased with I-shaped CFRP under eccentric compression. In: Engineering Structures, v. 248 (December 2021). (2021):
- Mechanical behavior of high-strength concrete filled high-strength steel tubular stub columns stiffened with encased I-shaped CFRP profile under axial compression. In: Composite Structures, v. 275 (November 2021). (2021):
- Air void and ring gap effect on CFST arch bridges dynamic performance. In: Journal of Constructional Steel Research, v. 177 (February 2021). (2021):
- Behavior of concrete-filled square steel tubular stub columns stiffened with encased I-section CFRP profile under biaxial bending. In: Journal of Constructional Steel Research, v. 169 (June 2020). (2020):
- Behavior of CFST columns with inner CFRP tubeunder biaxial eccentric loading. In: Steel and Composite Structures, v. 22, n. 6 (December 2016). (2016):
- Seismic behavior of rebar-penetrated joint between GCFST column and RGC beam. In: Steel and Composite Structures, v. 19, n. 3 (September 2015). (2015):
- Seismic Performance of Encased Steel Plate-Reinforced Gangue Concrete Composite Shear Walls. In: KSCE Journal of Civil Engineering, v. 23, n. 7 (April 2019). (2019):
- Flexural behavior of high strength concrete filled high strength square steel tube. In: Journal of Constructional Steel Research, v. 128 (January 2017). (2017):
- Experimental Investigation and Nonlinear Finite Element Analysis on Seismic Performance of PHC Piles. In: Structural Engineering International, v. 28, n. 4 (October 2018). (2018):
- Flexural behavior of high strength concrete filled square steel tube with inner CFRP circular tube. In: KSCE Journal of Civil Engineering, v. 21, n. 7 (May 2017). (2017):
- Performance study on T-stub connected semi-rigid joint between rectangular tubular columns and H-shaped steel beams. In: Frontiers of Structural and Civil Engineering, v. 7, n. 3 (August 2013). (2013):
- Finite Element Analysis on Mechanical Performance of Middle Long CFST Column with Inner I-Shaped CFRP Profile under Axial Loading. In: Structures, v. 9 (February 2017). (2017):
- Shear Behaviour of Novel T-Stub Connection between Steel Frames and Precast Reinforced Concrete Shear Walls. In: International Journal of Steel Structures, v. 18, n. 1 ( 2018). (2018):