과제정보
The research described in this paper was financially supported by POSCO.
참고문헌
- AISC (2016), Seismic Provisions for Structural Steel Buildings, Chicago, Illinois.
- Al Zand, A.W., Wan Badaruzzaman, W.H., Ali, M.M., Hasan, Q.A. and Al-Shaikhli, M.S. (2020), "Flexural performance of cold-formed square CFST beams strengthened with internal stiffeners", Steel Compos. Struct.. 34(1), 123-139. https://doi.org/10.12989/scs.2020.34.1.123.
- Attard, M.M. and Setunge, S. (1996), "Stress-Strain Relationship of Confined and Unconfined Concrete", ACI Mater. J. 93(5). https://doi.org/10.14359/9847.
- CECS (2004), Technical Specification for Structures with Concrete-Filled Rectangular Steel Tube Members (CECS 159-2004), China Planning press, Beijing, China.
- Ding, C., Bai, Y., Yang, K. and Zhang, J. (2021), "Cyclic behaviour of prefabricated connections for steel beam to concrete filled steel tube column", J. Construct. Steel Res., 176 106422. https://doi.org/10.1016/j.jcsr.2020.106422.
- Doung, P. and Sasaki, E. (2019), "Load-deformation characteristics and performance of internal diaphragm connections to box columns", Thin-Walled Struct., 143 106221. https://doi.org/10.1016/j.tws.2019.106221.
- Doung, P., Leelataviwat, S. and Sasaki, E. (2021), "Tensile strength and failure mechanism of internal diaphragms in wide flange beam-to-box column connections with concrete filling", J. Build. Eng.. 34, 102037. https://doi.org/10.1016/j.jobe.2020.102037.
- FEMA (2000), State of the Art report on Connection Performance, FEMA, Washington, D.C.
- Fukumoto, T. and Morita, K. (2005), "Elastoplastic Behavior of Panel Zone in Steel Beam-to-Concrete Filled Steel Tube Column Moment Connections", J. Struct. Eng., 131(12), 1841-1853. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:12(1841).
- Goto, Y., Kumar, G.P. and Kawanishi, N. (2010), "Nonlinear Finite-Element Analysis for Hysteretic Behavior of Thin-Walled Circular Steel Columns with In-Filled Concrete", J. Struct. Eng., 136(11), 1413-1422. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000240.
- Goto, Y., Mizuno, K. and Kumar, G.P. (2012), "Nonlinear Finite Element Analysis for Cyclic Behavior of Thin-Walled Stiffened Rectangular Steel Columns with In-Filled Concrete", J. Struct. Eng., 138(5), 571-584. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000504.
- Hai, L.T., Sun, F.F., Zhao, C., Li, G.Q. and Wang, Y.B. (2018), "Experimental cyclic behavior and constitutive modeling of high strength structural steels", Construct. Build. Mater., 189, 1264-1285. https://doi.org/10.1016/j.conbuildmat.2018.09.028.
- Kang, L., Leon, R.T. and Lu, X. (2015), "Shear strength analyses of internal diaphragm connections to CFT columns", Steel Compos. Struct., 18(5), 1083-1101. https://doi.org/10.12989/scs.2015.18.5.1083.
- Kasar, A.A., Bharti, S.D., Shrimali, M.K. and Goswami, R. (2017), "Mechanics based force-deformation curve of steel beam to column moment joints", Steel Compos. Struct., 25(1), 19-34. https://doi.org/10.12989/scs.2017.25.1.019.
- Khan, M., Uy, B., Tao, Z. and Mashiri, F. (2017), "Behaviour and design of short high-strength steel welded box and concrete-filled tube (CFT) sections", Eng. Struct., 147 458-472. https://doi.org/10.1016/j.engstruct.2017.06.016.
- Khan, M., Uy, B., Tao, Z. and Mashiri, F. (2017), "Concentrically loaded slender square hollow and composite columns incorporating high strength properties", Eng. Struct., 131 69-89. https://doi.org/10.1016/j.engstruct.2016.10.015.
- Krolo, P., Grandic, D. and Smolcic, Z. (2016), "Experimental and Numerical Study of Mild Steel Behaviour under Cyclic Loading with Variable Strain Ranges", Adv. Mater. Sci. Eng., 2016 7863010. https://doi.org/10.1155/2016/7863010.
- Lai, Z., Fischer, E.C. and Varma, A.H. (2019), "Database and Review of Beam-to-Column Connections for Seismic Design of Composite Special Moment Frames", J. Struct. Eng., 145(5), 04019023. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002295.
- Lee, J. and Fenves, G.L. (1998), "Plastic-Damage Model for Cyclic Loading of Concrete Structures", J. Eng. Mech., 124(8), 892-900. https://doi.org/10.1061/(ASCE)0733-9399(1998)124:8(892).
- Morino, S. (2002), "Recent developments on concrete-filled steel tube members in Japan", Compos. Construct. Steel Concrete IV. 644-655. https://doi.org/10.1061/40616(281)56.
- Morita, K., Yokoyama, Y., Kawamata, Y. and Matsumura, H. (1991), "Effect of inner ring stiffener on the strength of connection between steel beam and concrete-filled square tube column", J. Struct. Construct. Eng., (Transactions of AIJ). 422(0), 85-96. https://doi.org/10.3130/aijsx.422.0_85.
- Nishiyama, I. and Morino, S. (2004), "US-Japan cooperative earthquake research program on CFT structures: achievements on the Japanese side", Progress Struct. Eng. Mater., 6(1), 39-55. https://doi.org/10.1002/pse.164.
- Nishiyama, I., Fujimoto, T., Fukumoto, T. and Yoshioka, K. (2004), "Inelastic force-deformation response of joint shear panels in beam-column moment connections to concrete-filled yubes", J. Struct. Eng., 130(2), 244-252. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:2(244).
- Qin, Y., Chen, Z. and Wang, X. (2014), "Elastoplastic behavior of through-diaphragm connections to concrete-filled rectangular steel tubular columns", J. Construct. Steel Res., 93 88-96. https://doi.org/10.1016/j.jcsr.2013.10.011.
- Qin, Y., Chen, Z., Bai, J. and Li, Z. (2016), "Test of extended thick-walled through-diaphragm connection to thick-walled CFT column", Steel Compos. Struct., 20(1), 1-20. https://doi.org/10.12989/scs.2016.20.1.001.
- Rong, B., Liu, R., Zhang, R., Chen, Z. and Apostolos, F. (2016), "Flexural bearing capacity of diaphragm-Through joints of concrete-filled square steel tubular columns", Steel Compos. Struct., 20(3), 487-500. https://doi.org/10.12989/scs.2016.20.3.487.
- Rong, B., Yin, S., Zhang, R., Wang, L., Yang, Z., Li, H. and Wan, W. (2020), "Seismic performance of beam-to- SST column connection with external diaphragm", Steel Compos. Struct., 37(6), 633-647. https://doi.org/10.12989/scs.2020.37.6.633.
- Schneider, S.P. (1998), "Axially loaded concrete-filled steel tubes", J. Struct. Eng., 124(10), 1125-1138. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:10(1125).
- Thai, H.T., Uy, B., Khan, M., Tao, Z. and Mashiri, F. (2014), "Numerical modelling of concrete-filled steel box columns incorporating high strength materials", J. Construct. Steel Res., 102 256-265. https://doi.org/10.1016/j.jcsr.2014.07.014.
- Tsai, C.Y., Tsai, K.C., Li, C.H., Wu, C.C., Lin, K.C. and Jhuang, S.J. (2020), "Seismic fracture evaluation of diaphragm joints in welded beam-to-box column moment connections", Earthq. Eng. Struct. Dyn., 49(13), 1344-1362. https://doi.org/10.1002/eqe.3293.
- Vulcu, C., Stratan, A., Ciutina, A. and Dubina, D. (2017), "Beam-to-CFT High-Strength Joints with External Diaphragm. I: Design and Experimental Validation", J. Struct. Eng., 143(5), 04017001. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001709.
- Vulcu, C., Stratan, A., Ciutina, A. and Dubina, D. (2017), "Beamto-CFT High-Strength Joints with External Diaphragm. II: Numerical Simulation of Joint Behavior", J. Struct. Eng., 143(5), 04017002. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001693.
- Yu, Y., Chen, Z. and Wang, X. (2015), "Effect of column flange flexibility on WF-beam to rectangular CFT column connections", J. Construct. Steel Res., 106 184-197. https://doi.org/10.1016/j.jcsr.2014.12.008.
- Yu, Y., Lan, L., Chen, Z. and Huang, J. (2019), "Mechanical and seismic behaviors of bottom-flange-bolted upper-flange-welded through-diaphragm connections", J. Construct. Steel Res., 156 86-95. https://doi.org/10.1016/j.jcsr.2019.01.015.