[1] Roller K, Billah AHMM, Bin Kabir MA, Elshaer A, Iqbal A. Experimental investigation of exposed column base plate connections subjected to combined axial load and biaxial bending. Engineering Structures. 2025; 342: 120890. doi: 10.1016/j.engstruct.2025.120890
[2] Jiang S, Billah AHMM. Finite element simulation and parametric study of exposed column base plate connections under axial compression and Bi-directional lateral loading. Journal of Building Engineering. 2025; 111: 113188. doi: 10.1016/j.jobe.2025.113188
[3] Hasan MM, Tao Z, Ghafar WA, Huangfu S-E, Zhang Z. Investigating the axial compressive behavior of cruciform CFST columns: An experimental study. Structures. 2024; 69: 107538. doi: 10.1016/j.istruc.2024.107538
[4] Wu L, Han G, Oluwadahunsi S, Sun Y. Compressive capacity of cruciform-shaped concrete-filled steel tubes. Structures. 2024; 69: 107592. doi: 10.1016/j.istruc.2024.107592
[5] Tao Z, Hasan MM, Han D, Qin Q, Abdul Ghafar W. Study of the Axial Compressive Behaviour of Cross-Shaped CFST and ST Columns with Inner Changes. Buildings. 2023; 13(2): 423. doi: 10.3390/buildings13020423
[6] Zheng Y, Lin Y, Ma S. Axial compressive behavior of stiffened and multi-cell cross-shaped CFST stub columns. Journal of Constructional Steel Research. 2024; 213,108399.
doi: 10.1016/j.jcsr.2023.108399
[7] Genikomsou AS, Polak MA. Finite element analysis of punching shear of concrete slabs using damaged plasticity model in ABAQUS. Engineering structures. 2015; 98: 38-48.
doi: 10.1016/j.engstruct.2015.04.016
[8] Alfarah B, López-Almansa F, Oller S. New methodology for calculating damage variables evolution in Plastic Damage Model for RC structures. Engineering Structures. 2017; 132: 70-86.
doi: 10.1016/j.engstruct.2016.11.022
[9] Popovics S. A numerical approach to the complete stress-strain curve of concrete. Cement and concrete research. 1973; 3(5): 583-599.
doi: 10.1016/0008-8846(73)90096-3
[10] Sanez LP. Discussion of equation for the stress-strain curve of concrete’by Desayi and Krishnan. Journal of American Concrete Institute. 1964.
[11] Balan TA, Spacone E, Kwon M. A 3D hypoplastic model for cyclic analysis of concrete structures. Engineering Structures. 2001; 23(4): 333-342.
doi: 10.1016/S0141-0296(00)00048-1
[12] Han LH, Wang WD, Zhao XL. Behaviour of steel beam to concrete-filled SHS column frames: Finite element model and verifications. Engineering Structures. 2008; 30(6): 1647-1658.
doi: 10.1016/j.engstruct.2007.10.018
[13] Han LH, Yao GH, Tao Z. Performance of concrete-filled thin-walled steel tubes under pure torsion. Thin-Walled Structures. 2007; 45(1): 24-36.
doi: 10.1016/j.tws.2007.01.008
[14] Mohurd A. Code for design of concrete structures GB 50010-2010. China Architecture & Building Press, Beijing (in Chinese), 2010.
[15] Wang M, Yang W, Shi Y, Xu J. Seismic behaviors of steel plate shear wall structures with construction details and materials. Journal of Constructional Steel Research. 2015; 107: 194-210.
doi: 10.1016/j.jcsr.2015.01.007
[16] You YC, Lee D. Effect of anchors on the seismic performance of exposed column-base plate weak-axis connections. Journal of Building Engineering. 2020; 32: 101803. doi: 10.1016/j.jobe.2020.101803
[17] You YC, Lee D. Development of improved exposed column-base plate strong-axis joints of low-rise steel buildings. Journal of Constructional Steel Research. 2020; 169: 106062. doi: 10.1016/j.jcsr.2020.106062
[18] Aichouche MEA, Abidelah A, Bouchaïr A, Kerdal DED, Seghir A, and Vatansever C. Effects of stiffeners on anchor rod flexural strength in column base-plate connections. Journal of Constructional Steel Research. 2024; 222: 108983. doi: 10.1016/j.jcsr.2024.108983
[19] AISC. Seismic Provisions for Structural Steel Buildings (ANSI/AISC 341-22). American Institute of Steel Construction, 2022; 1-460.
[20] Chen Z, Xu J, Zhou T, and Su J. Seismic research on column base joint of L-shaped CFST columns under cyclic loading. Structures. 2022; 45: 1212-1224. doi: 10.1016/J.ISTRUC.2022.09.095
)
ارسال نظر در مورد این مقاله