1 H.Y. Loh, "The effects of partial shear connection in composite flush end plate joints Part I — experimental study" Elsevier BV 62 (62): 378-390, 2006
2 Fang Yuan, "Square CFST columns under cyclic load and acid rain attack: Experiments" 국제구조공학회 30 (30): 171-183, 2019
3 Lei Guo, "Seismic evaluation and calculation models of CFDST column blind bolted to composite beam joints with partial shear interaction" Elsevier BV 196 : 109269-, 2019
4 Quang-Viet Vu, "Optimum linear buckling analysis of longitudinally multi-stiffened steel plates subjected to combined bending and shear" Elsevier BV 136 : 235-245, 2019
5 Taek Hee Han, "Nonlinear concrete model for double-skinned composite tubular columns" Elsevier BV 24 (24): 2542-2553, 2010
6 Zhengyi Kong, "New equations for predicting initial stiffness and ultimate moment of flush end-plate connections" Elsevier BV 175 (175): 106336-, 2020
7 "Korean Structural Concrete Design Code"
8 "Korean Standard KS F 2405"
9 "Korean Standard KS D 3515:2014"
10 "Korean Design Standard"
1 H.Y. Loh, "The effects of partial shear connection in composite flush end plate joints Part I — experimental study" Elsevier BV 62 (62): 378-390, 2006
2 Fang Yuan, "Square CFST columns under cyclic load and acid rain attack: Experiments" 국제구조공학회 30 (30): 171-183, 2019
3 Lei Guo, "Seismic evaluation and calculation models of CFDST column blind bolted to composite beam joints with partial shear interaction" Elsevier BV 196 : 109269-, 2019
4 Quang-Viet Vu, "Optimum linear buckling analysis of longitudinally multi-stiffened steel plates subjected to combined bending and shear" Elsevier BV 136 : 235-245, 2019
5 Taek Hee Han, "Nonlinear concrete model for double-skinned composite tubular columns" Elsevier BV 24 (24): 2542-2553, 2010
6 Zhengyi Kong, "New equations for predicting initial stiffness and ultimate moment of flush end-plate connections" Elsevier BV 175 (175): 106336-, 2020
7 "Korean Structural Concrete Design Code"
8 "Korean Standard KS F 2405"
9 "Korean Standard KS D 3515:2014"
10 "Korean Design Standard"
11 "Korean Buidling Code"
12 Jing-Feng Wang, "Hysteretic behaviour of flush end plate joints to concrete-filled steel tubular columns" Elsevier BV 65 (65): 1644-1663, 2009
13 Jing-Feng Wang, "Hysteretic behaviour of flush end plate joints to concrete-filled steel tubular columns" Elsevier BV 65 (65): 1644-1663, 2009
14 Soon-Sub Eom, "Flexural behavior of concrete-filled double skin steel tubes with a joint" Elsevier BV 155 : 260-272, 2019
15 Huu-Tai Thai, "Finite element modelling of blind bolted composite joints" Elsevier BV 112 : 339-353, 2015
16 Seung Eock Kim, "Finite element modeling and analysis of a hybrid steel–PSC beam connection" Elsevier BV 32 (32): 2557-2569, 2010
17 Abdolreza Ataei, "Finite element analysis of HSS semi-rigid composite joints with precast concrete slabs and demountable bolted shear connectors" Elsevier BV 122 : 16-38, 2016
18 Zhongnan Ye, "Experimental study on cyclically-damaged steel-concrete composite joints subjected to fire" 국제구조공학회 30 (30): 351-364, 2019
19 Job Thomas, "Experimental study on circular CFST short columns with intermittently welded stiffeners" 국제구조공학회 29 (29): 659-667, 2018
20 Abdolreza Ataei, "Experimental study of flush end plate beam-to-CFST column composite joints with deconstructable bolted shear connectors" Elsevier BV 99 : 616-630, 2015
21 J. Yang, "Experimental study of beam to concrete-filled elliptical steel tubular column connections" Elsevier BV 95 : 16-23, 2015
22 Ahmed Elremaily, "Experimental behavior of steel beam to CFT column connections" Elsevier BV 57 (57): 1099-1119, 2001
23 Lewei Tong, "Experimental and numerical investigations on extremely-low-cycle fatigue fracture behavior of steel welded joints" Elsevier BV 119 : 98-112, 2016
24 Rumman Waqas, "Experimental and numerical behaviour of blind bolted flush endplate composite connections" Elsevier BV 153 : 179-195, 2019
25 Seung Eock Kim, "Evaluation of the connection efficiency of hybrid steel–concrete girder using finite element approach" Elsevier BV 61 (61): 8-23, 2012
26 "Eurocode 2: Design of concrete structures- Part 1-1"
27 Eun-Ji Jo, "Effect of residual stress and geometric imperfection on the strength of steel box girders" 국제구조공학회 34 (34): 423-440, 2020
28 Viet-Hung Truong, "Effect of multiple longitudinal stiffeners on ultimate strength of steel plate girders" Elsevier BV 22 : 366-382, 2019
29 Quang-Viet Vu, "Effect of intermediate diaphragms on the load – carrying capacity of steel – concrete composite box girder bridges" Elsevier BV 122 : 230-241, 2018
30 Sandra Jordão, "Design formulation analysis for high strength steel welded beam-to-column joints" Elsevier BV 70 : 63-81, 2014
31 Cheol Min Yang, "Cyclic behavior of bolted and welded beam-to-column joints" Elsevier BV 49 (49): 635-649, 2007
32 Han, L. H., "Concrete-filled double skin(SHS outer and CHS inner)steel tubular beam-columns" 42 : 1329-1355, 2004
33 Quang-Viet Vu, "Bend-buckling strength of steel plates with multiple longitudinal stiffeners" Elsevier BV 158 : 41-52, 2019
34 Zhong Tao, "Behaviour of concrete-filled double skin rectangular steel tubular beam–columns" Elsevier BV 62 (62): 631-646, 2006
35 Huu-Tai Thai, "Behaviour of bolted endplate composite joints to square and circular CFST columns" Elsevier BV 131 : 68-82, 2017
36 M.M. Hassan, "Behavior of gusset plate-T0-CCFT connections with different configurations" 국제구조공학회 17 (17): 735-751, 2014
37 Maha M. Hassan, "Behavior of concrete-filled double skin steel tube beam-columns" 국제구조공학회 22 (22): 1141-1162, 2016
38 엄순섭, "Behavior of composite CFST beam-steel column joints" 국제구조공학회 32 (32): 583-594, 2019
39 Jiho Moon, "Analytical modeling of bending of circular concrete-filled steel tubes" Elsevier BV 42 : 349-361, 2012
40 ABAQUS, "Analysis user’s manual version 6.14"
41 Jia Wang, "Analysis of demountable steel and composite frames with semi-rigid bolted joints" 국제구조공학회 28 (28): 363-380, 2018
42 Dongxu Li, "Analysis and design of demountable circular CFST column-base connections" 국제구조공학회 28 (28): 559-571, 2018
43 R. Esfandyary, "A parametric investigation on the hysteretic behaviour of CFT column to steel beam connections" 국제구조공학회 55 (55): 205-228, 2015