[1]
Kanvinde, A.M., Jordan, S.J., and Cooke, R.J., (2013). Exposed column base plate connections in moment frames — Simulations and behavioral insights
. Journal of Constructional Steel Research. 84: p. 82-93.
[2]
Cui, Y., Wang, F., Li, H., and Yamada, S., (2019). Rotational behavior of exposed column bases with different base plate thickness
. Steel and Composite Structures, An International Journal. 32(4): p. 497-507.
[3]
Fasaee, M.A.K., Banan, M.R., and Ghazizadeh, S., (2018). Capacity of exposed column base connections subjected to uniaxial and biaxial bending moments
. Journal of Constructional Steel Research. 148: p. 361-370.
[4]
Fisher, J.M. and Kloiber, L.A.
(2006), Base plate and anchor rod design, American Institute of Steel Construction.
[5]
Ekhlasi, F., Saberi, H., Ahmadvand, M., and Saberi, V., (2020). Parametric Investigation of Cyclic Behavior of Bolted End plate Connections
. Journal of Structural and Construction Engineering. 7(2): p. 181-201.
[6]
Aghaei, I. and Miri, M.,
Experimental and analytical investigation of asymmetric friction connections in steel column bases, in
13th International Congress on Civil Engineering.(2023).
[7]
Zhang, R., Liu, J., Xu, J., and Jia, L.-J., (2024). Low-damage performance of blast resilient steel rocking column base with friction connection
. Thin-Walled Structures. 197: p. 111598.
[8]
Zhang, R., Xie, J.-Y., Chouery, K.E., Liu, J., Jia, L.-J., Xiang, P., Zhao, X., Macrae, G.A., Clifton, G.C., and Dhakal, R.P., (2022). Strong axis low-damage performance of rocking column-base joints with asymmetric friction connections
. Journal of Constructional Steel Research. 191: p. 107175.
[9]
Zhang, R., Yan, Z., Xie, J.-Y., Liu, J., Jia, L.-J., Xiang, P., Zhao, X., Macrae, G.A., Clifton, G.C., Dhakal, R.P., and Ramhormozian, S., (2024). Weak axis low-damage performance of seismic resilient rocking steel column base with friction connection
. Journal of Building Engineering. 86: p. 108778.
[10]
Kamperidis, V.C., Karavasilis, T.L., and Vasdravellis, G., (2018). Self-centering steel column base with metallic energy dissipation devices
. Journal of Constructional Steel Research. 149: p. 14-30.
[11]
Shen, P., Yang, P., Chen, Y., Yang, Y., and Zhou, J., (2024). Seismic performance of self-centering steel column base with buckling-restrained bars
. Journal of Building Engineering. 91: p. 109474.
[12]
Li, Y.-W. and Koetaka, Y., (2022). Steel rocking column bases with replaceable cover plates: Cyclic loading behaviour and practical design
. Engineering Structures. 264: p. 114467.
[13]
Wang, B., Zhu, S., Chen, K., Qiu, C.-X., and Chen, P., (2024). Damage-free self-centering steel columns incorporating SMA bolts and replaceable steel angles
. Engineering Structures. 321: p. 119000.
[14]
Mohammadi, M. and Afkaneh, N., (2022). On the seismic performance of a New low damage Structure; Moment Resisting Frame with Post-Tensioned Connections and Frictional Braces
. Journal of Structural and Construction Engineering. 9(7): p. 65-85.
[15]
Xiao, G., Wang, H., Pan, P., Pan, H., He, R., and Tian, G., (2024). Development of self-centering and energy-dissipating dual-stage reinforced concrete rocking column-base system
. Engineering Structures. 321: p. 118943.
[16]
Hou, H., Sun, B., Qu, B., Wang, C., Zhang, S., and Liang, Y., (2021). Testing of bolted base connections for wide-flange columns under combined axial compression and weak-axis lateral forces
. Journal of Constructional Steel Research. 179.
[17]
Hou, H., Wang, C., Qu, B., and Liang, Y., (2021). Cyclic testing of bolted base connections for wide-flange columns
. Engineering Structures. 235.
[18]
Borzouie, J., (2015). Low damage steel base connections
.
[19]
Izadinia, M. and Taravat, M., (2021). Finite element analysis of steel beam-hollow column angle connection with blind bolts
. Journal of Structural and Construction Engineering. 7(4): p. 5-19.
[20]
Saberi, H., Saberi, V., Yazdaninejad, M., and Sadeghi, A., (2022). Investigation of Cyclic Behavior on Types of Reduced Beam Section Moment Connections in Flange
. Journal of Structural and Construction Engineering. 9(4): p. 25-43.
[21]
ABAQUS, F., (2014). ABAQUS 6.14 Documentation
. Dassault Syst Provid Google Scholar. 12: p. 129-130.
[22]
Hosseini, S. and Hosseini, M., (2021). Evaluation of the response of BFP and WFP connections under the blast loading
. Journal of Structural and Construction Engineering. 7(Special Issue 4): p. 64-81.
[23]
(AISC), A.I.o.S.C., (2016).
Seismic Provisions for Structural Steel Buildings (ANSI/AISC 341-16). Chicago, IL: American Institute of Steel Construction.
[24]
Madani, T., Boukraa, M., Aissani, M., Chekifi, T., Ziadi, A., and Zirari, M., (2023). Experimental investigation and numerical analysis using Taguchi and ANOVA methods for underwater friction stir welding of aluminium alloy 2017 process improvement
. International Journal of Pressure Vessels and Piping. 201: p. 104879.
[25]
Nagaraja, B., Almeida, F., Yousef, A., Kumar, P., Ajaykumar, A.R., and Al-Mdallal, Q., (2023). Empirical study for Nusselt number optimization for the flow using ANOVA and Taguchi method
. Case Studies in Thermal Engineering. 50: p. 103505.
[26]
Oymak, M., Yıldırım, H., Yıldız, M., Özcan, B., Çelebi, Y., Çelebi, M.A.E., and Çelik, V., (2024). Parameter Sensitivity Analysis for Machining Operation of Autofrettaged Cylinder Using Taguchi Method
. Applied Sciences. 14(13): p. 5523.
[27]
Sharifi, H., Adib, A., Ahmadi, Z., Gemikonakli, E., and Shahedi Asl, M., (2024). Taguchi optimization of mask stereolithographic 3D printing parameters for tensile strengthening of functionally graded resins
. International Journal on Interactive Design and Manufacturing (IJIDeM). 18(7): p. 4899-4910.
[28]
(AISC), A.I.o.S.C., (2016).
Specification for Structural Steel Buildings (ANSI/AISC 360-16). Chicago, IL: American Institute of Steel Construction.
