Chunyan Quan
- Design of stainless steel SHS and RHS columns in fire by GMNIA with strain limits. In: Engineering Structures, v. 316 (October 2024). (2024):
- Out-of-plane stability design of steel beams by second-order inelastic analysis with strain limits. In: Thin-Walled Structures, v. 169 (December 2021). (2021):
- Equivalent geometric imperfections for the design of steel and stainless steel beam-columns by GMNIA. In: Journal of Constructional Steel Research, v. 215 (April 2024). (2024):
- Structural response and design of stainless steel hollow section columns at elevated temperatures. In: ce/papers, v. 6, n. 3-4 (September 2023). (2023):
- Local buckling response and design of stainless steel hollow sections at elevated temperatures. In: ce/papers, v. 6, n. 3-4 (September 2023). (2023):
- Stability and design of stainless steel hollow section columns at elevated temperatures. In: Engineering Structures, v. 297 (December 2023). (2023):
- Cross-section resistance and design of stainless steel CHS and EHS at elevated temperatures. In: Engineering Structures, v. 285 (June 2023). (2023):
- Out‐of‐plane Stability Design by GMNIA – Equivalent Imperfections and Strain Limits. In: ce/papers, v. 5, n. 4 (September 2022). (2022):
- Equivalent imperfections for the out-of-plane stability design of steel beams by second-order inelastic analysis. In: Engineering Structures, v. 251 (January 2022). (2022):
- Design of web-tapered steel I-section members by second-order inelastic analysis with strain limits. In: Engineering Structures, v. 224 (December 2020). (2020):
- FE modelling of replaceable I-beam-to-CHS column joints under cyclic loads. In: Journal of Constructional Steel Research, v. 138 (November 2017). (2017):
- Cyclic behavior of stiffened joints between concrete-filled steel tubular column and steel beam with narrow outer diaphragm and partial joint penetration welds. In: Frontiers of Structural and Civil Engineering, v. 10, n. 3 (August 2016). (2016):