Fiber beam-column element model for ultimate bearing capacity of stiffened steel box section members considering local buckling
Bai Lunhua1 Shen Ruili2 Yan Quansheng3 Liu Yaopeng4 Wang Lu5
1. Foshan University, Foshan 528225, China
2. Southwest Jiaotong University, Chengdu 610031, China
3. South China University of Technology, Guangzhou 510641, China
4. Hong Kong Polytechnic University, Hong Kong 999077, China
5. Southwest University of Science and Technology, Mianyang 621010, China
白伦华 沈锐利 颜全胜 刘耀鹏 王路. 考虑局部屈曲加劲钢箱形构件极限承载力的纤维梁柱模型[J]. 土木工程学报, 2024, 57(4): 34-47, 110.
Bai Lunhua Shen Ruili Yan Quansheng Liu Yaopeng Wang Lu. Fiber beam-column element model for ultimate bearing capacity of stiffened steel box section members considering local buckling. 土木工程学报, 2024, 57(4): 34-47, 110.
