Acknowledgement
이 논문은 2022년 국립순천대학교 학술연구비(과제번호: 2022-0277) 공모과제로 연구되었음
References
- ABAQUS. (2022). ABAQUS/CAE users' guide, ver. 6.24, Dassault Systems Simulia, Johnston, RI.
- AISC. (2016a). ANSI/AISC 341-16: Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction, Chicago, IL.
- AISC. (2016b). ANSI/AISC 360-16: Specification for Structural Steel Buildings, American Institute of Steel Construction, Chicago, IL.
- Asl, M. H, Saeidzadeh, M., & Momenzadeh, S. (2019). Evaluation of Friction Strength Loss in Endplate Moment Connections with Skewed Beam, International Journal of Steel Structures, KSSC, 19(6), 1767-1784. https://doi.org/10.1007/s13296-019-00246-y
- El-Tawil, S., Mikesell, T., Vidarsson, E., & Kunnath, S. K. (1998). Strength and Ductility of FR Welded-Bolted Connections, SAC Joint Venture, Report No. SAC/BD-98/01, Sacramento, CA.
- Hamberger, R. O., Krawinkler, H., Mally, J. O., & Adan, S. M. (2009). NEHRP Seismic Design Technical Brief No. 2, Seismic Design of Steel Special Moment Frames: A Guide for Practicing Engineers, National Institute of Standards and Technology, Gaithersburg, MD.
- Han, S. W., Kim, Y. W., & Kim, T. O. (2017). Appropriate Response Index for Predicting Rupture in WUF-W Connections using FEA, Journal of the Earthquake Engineering Society of Korea, 21(5), 205-213. (in Korean) https://doi.org/10.5000/EESK.2017.21.5.205
- Hong, J. K. (2019). Sloped RBS Moment Connections at Roof Floor Subjected to Cyclic Loading: Analytical Investigation, International Journal of Steel Structures, KSSC, 19(1), 329-339. https://doi.org/10.1007/s13296-018-0198-4
- Hong, J. K. (2022). Connection Performance of Steel Moment Frame with Out-of-Plane Beam Skew, Journal of the Korea Institute for Structural Maintenance and Inspection, 26(2), 84-91. (in Korean)
- Karami, B., Hashemi, B. H., Rambormozian, S., & Zrabimanesh, Y. (2022). Numerical Study on Prequalification and Cyclic Performance of Column-Tree Connections, Structures, Elsevier, 41, 331-348. https://doi.org/10.1016/j.istruc.2022.04.089
- KIM, D. W., Sim, H. B., & Uang, C. M. (2016). Evaluation of Sloped RBS Moment Connections, Journal of Structural Engineering, ASCE, 142(6), 1-10.
- Li, Y., Zhang, G., Zhang, Z., & Wang, P. (2018). A Modelling Method of Bolt Joints Based on Basic Characteristic Parameters of Joint Surfaces, IOP Conf. Series: Earth and Environmental Science, 113, 1-4.
- MOLIT. (2017). KDS 14 31 60 : 2017 Seismic Design Code for Structural Steel, Ministry of Land, Infrastructure and Transport, Korea. (in Korean)
- MOLIT. (2019). KDS 41 31 00 : 2019 Structural Design Code for Steel Buildings, Ministry of Land, Infrastructure and Transport, Korea. (in Korean)
- Oh, K. Y. (2019). Seismic Performance Evaluation of Column-Tree Steel Moment Connections, Ph.D. Dissertation, Chungnam National University.
- Prinz. G. S., & Richards, P. W. (2016). Demands on Reduced Beam Section Connections with Out-of-Plane Skew, Journal of Structural Engineering, ASCE, 142(1), 04015095-1-04015095-9. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001360
- Xu, J., Wang, Z., Wang, P., Pan, J., & Li, B. (2021). Numerical Investigations on Large Size Stiffened Angle Connections with Different Bolt Patterns, Journal of Constructional Steel Research, Elsevier, 182, 106670.