Bridge and Steel Structure Lab
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Experimental and theoretical study on mechanical properties of mild steel after corrosion
Zhengyi Kong, Ya Jin, Golder Md Sabbir Hossen, Shaozheng Hong, Yan Wang, Quang-Viet Vu, Viet-Hung Truong, Qinglin Tao, Seung-Eock Kim 246 [ 2022 ]
51
"Buckling of Composite columns of lipped-channel and hat sections with web stiffener"
Huu Thanh Nguyen, Seung Eock Kim THIN-WALLED STRUCTURES, Elsevier Science, 47(11), 1149-1160 [ 2010 ]
50
"Finite element modeling of push-out tests for large stud shear connectors"
Huu Thanh Nguyen, Seung-Eock Kim JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, Elsevier Science, 65(10-11), 1909-1920. [ 2009 ]
49
"Buckling and Post Buckling of Thin-walled Composite Columns with Intermediate-stiffened Open Cross-section Under Axial Compression"
Jaehong Lee, Huu Thanh Nguyen, Seung-Eock Kim INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 9(3), 175-184. [ 2009 ]
48
"Inelastic Second-Order Analysis of Frame Structures Using the Stability-based Beam-Column Element"
Seung-Eock Kim, Jung Woong Park ADVANCES IN STTRUCTURAL ENGINEERING, 12(4), 513-527. [ 2009 ]
47
"Large deflection inelastic analysis of space trusses using generalized displacement control method"
Huu-Tai Thai, Seung-Eock Kim JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, Elsevier Science, 65(10-11), 1987-1994. [ 2009 ]
46
"Practical advanced analysis software for nonlinear inelastic analysis of space steel structure"
Huu-Tai Thai, Seung-Eock Kim ADVANCES IN ENGINEERING SOFTWARE, Elsevier Science, 40, 786-797. [ 2009 ]
45
"Buckling analysis of plates using the two variable refined plate theory"
S. E. Kim, Huu-Tai Thai, Jaehong Lee Thin Walled Structures, Elsevier Science, 47(4), 455-462. [ 2009 ]
44
"Practical advanced analysis of space steel frames using fiber hinge method"
Cuong Ngo-Huu, Seung-Eock Kim Thin Walled Structures, Elsevier Science, 47(4), 421-430 [ 2009 ]
43
"A two variable refined plate theory for laminated composite plates"
Seung-Eock Kim, Huu-Tai Thai, Jaehong Lee Composite Structures, Elsevier Science, 89, 197-205. [ 2009 ]
42
"Second-order Inelastic Dynamic Analysis of Three-dimensional Cable-stayed Bridges"
Huu-Tai Thai, Seung-Eock kim Steel Structure, 8(3), 205-214 [ 2008 ]
41
"Force transfer mechanisms for reliable design of reinforced concrete deep beams"
Jung-Woong Park, Seung-Eock Kim Structural Engineering and Mechanics, 30(1), 77-97 [ 2008 ]
40
"Nonlinear Inelastic Analysis of Steel-Concrete Composite Beam-Columns Using the Stability Functions"
Jung-Woong Park, Seung-Eock Kim Structural Engineering and Mechanics, 30(6), 763-785 [ 2008 ]
39
"Shaking table tests of two-story unbraced Steel Frame."
S. E. Kim, Dong-Ho Lee, Cuong Ngo-Huu Journal of Constructional Steel Research, 63(3), 412-421 [ 2007 ]
38
"Nonlinear analysis of space steel frames using fiber plastic hinge concept."
Cuong Ngo-Huu, S. E. Kim, Jung-Ryul Oh Engineering Structures, 29(4), 649-657 [ 2007 ]
37
"Analysis of the overall collapse mechanism of cable-stayed bridges with different cable layouts."
Weon-Keun Song, S. E. Kim Engineering Structures, 29(9), 2133-2142 [ 2007 ]
36
"Nonlinear analysis of steel cable-stayed bridges."
Weon-Keun song, S. E. Kim Computer-Aided Civil and infrastructure Engineering, 22(5), 358-366 [ 2007 ]
35
"Optimal design using algorithm with nonlinear inelastic analysis"
Seung-Eock kim, Sang-Soo Ma Steel and Composite Structures, 7(6), 421-440 [ 2007 ]
34
"Second-Order inelastic dynamic analysis of 3-D steel frames"
S. E. Kim, Cuong Ngo-Huu, Dong-Ho Lee Solids and Structures, Elsevier Science, 43, 1693-1709. [ 2006 ]
33
"Practical advanced analysis of steel frames considering lateral -torsional buckling.",
S. E. Kim, Chia-Ming Uang, Se-Hyu Choi, Ki-Yong An Thin Walled Structures, Elsevier Science, 44(7), 709-720. [ 2006 ]
32
"Practical second-order inelastic analysis for three-dimensional steel frames subjected to distributed load."
S. E. Kim, S. H. Choi Thin Walled Structures, Elsevier Science, 43(1), 135-160. [ 2004 ]
31
"Practical second-order inelastic analysis for steel frames subjected to distributed load."
S. E. Kim, J. S. Lee, S. H. Choi, and C. S. Kim Engineering Structures, 26(1), 51-61. [ 2004 ]
30
"Optimal Design Using Genetic Algorithm with Nonlinear Elastic Analysis."
S. E. Kim, S. S. Ma Structural Engineering and Mechanics, 17, 707-725. [ 2004 ]
29
"Large-scale Testing of 3-D Steel Frame Accounting for Local Buckling."
S. E. Kim, K. W. Kang Solids and Structures, Elsevier Science, 41, 5003-5022. [ 2004 ]
28
"Automatic Design of Space Steel Frame Using Practical Nonlinear Analysis."
S. E. Kim, S. H. Kim, C. S. Kim, S. S. Ma Thin Walled Structures, Elsevier Science, 42, 1273-1291. [ 2004 ]
27
"Full-scale testing of space frame subjected to proportional loads."
S. E. Kim, K. W. Kang and D. H. Lee Engineering Structures, Elsevier Science, 25(1) 69-79. [ 2003 ]
26
"3-D second-order plastic-hinge analysis accounting for local buckling."
S. E. Kim, J. H. Lee, J. S. Park Engineering Structures, 25(1), 81-90. [ 2003 ]
25
"Performance based design of steel arch bridges using practical inelastic nonlinear analysis."
S. E. Kim, S. H. Choi and S. S. Ma Journal of Constructional Steel Research, 59, 91-108 [ 2002 ]
24
"Flexural-torsional coupled vibration of thin-walled composite beams with channel sections."
J. H. Lee and S. E. Kim Computers and Structures, 80, 133-144. [ 2002 ]
23
"Free vibration of thin-walled composite beams with I shaped cross sections"
J. H. Lee and S. E. Kim Composite Structures, Elsevier Science, 55, 205-215. [ 2002 ]
22
"Buckling strength of the cylindrical shell and tank subjected to axially compressive loads."
S. E. Kim and C. S. Kim Thin-Walled Structures, Elsevier Science, 40(4), 329-353. [ 2002 ]
21
"3-D second-order plastic-hinge analysis accounting for lateral torsional buckling"
S. E. Kim, J. H. Lee and J. S. Park International Journal of Solids and Structures , 39(8), 2109-2128. [ 2002 ]
20
"Lateral buckling analysis of thin-walled laminated channel section beams."
J. H. Lee and S. E. Kim Composite Structures, Elsevier Science, 56(4), 391-399. [ 2002 ]
19
"Second-order distributed plasticity analysis of space steel frames."
S. E. Kim and D. H. Lee Engineering Structures, Elsevier Science, 24(6), 735-744. [ 2002 ]
18
"Lateral buckling of I-section composite beams."
J. H. Lee, S. E. Kim and K. Hong Engineering Structures, Elsevier Science, 24(7) 955-964 [ 2002 ]
17
"Optimal Design of Steel Frame Using Practical Nonlinear inelastic analysis."
S. H. Choi and S. E. Kim Engineering Structures, Elsevier Science, 24(9) 1189-1201 [ 2002 ]
16
"Improved refined plastic-hinge analysis accounting for lateral torsional buckling."
S. E. Kim and J. H. Lee Journal of Constructional Steel Research, 58(11), 1431-1453. [ 2002 ]
15
"Large-Scale testing of space steel frame subjected to non-propotional loads."
S. E. Kim, K. W. Kang International Journal of Solids and Structures, 39(26), 6411-6427. [ 2002 ]
14
"Flexural-torsional buckling of thin-walled I-section composites."
J. H. Lee and S. E. Kim Computers and Structures, 79, 987-995. [ 2001 ]
13
"Improved Refined Plastic-Hinge Analysis Accounting for Local Buckling."
S. E. Kim and J. H. Lee Engineering Structures, Elsevier Science, 23(8), 1031-1042. [ 2001 ]
12
"Nonlinear analysis of 3-D steel frames."
S. E. Kim, Y. K. Kim, and S. H. Choi Thin-Walled Structures, Elsevier Science, 39(6), 445-461. [ 2001 ]
11
"Practical advanced analysis and design of three-dimensional truss bridges."
S. E. Kim, M. H. Park, and S. H. Choi Journal of Construction Steel Reserch, 57(8) 907-923 [ 2001 ]
10
"Practical advanced analysis and design of three-dimensional truss bridges."
S. E. Kim, M. H. Park, and S. H. Choi Journal of Construction Steel Reserch, 57(8) 907-923 [ 2001 ]
9
"Practical Advanced Analysis for Semi-Rigid Space Frames ."
S. E. Kim, S. H. Choi International Journal of Solids and Structures, 38(50-51), 9111-9131 [ 2001 ]
8
"Improved Refined Plastic-Hinge Analysis Accounting for Strain Reversal."
S. E. Kim, M. K. Kim, and W. F. Chen Engineering Structures, Elsevier Science, 22(1), 15-25. [ 2000 ]
7
"Design Guide for Steel Frames Using Advanced Analysis Program."
S. E. Kim and W. F. Chen Engineering Structures, Elsevier Science, 21(4), 352-364. [ 1999 ]
6
"Guidelines to Unbraced Frame Design with LRFD."
S. E. Kim and W. F. Chen The Structural Design of Tall Buildings, 8(4), 273-288. [ 1999 ]
5
"A Sensitivity Study on Number of Elements in Refined Plastic-Hinge Analysis."
S. E. Kim and W. F. Chen Computers and Structures, 66(5), 665-673. [ 1998 ]
4
"Direct design of truss bridges using advanced analysis"
S. E. Kim Structural Engineering and Mechanics, 6(8), 871-882. [ 1998 ]
3
"Further Studies of Practical Advanced Analysis for Weak-Axis Bending."
S. E. Kim and W. F. Chen Engineering Structures, Elsevier Science, 19(6), 407-416. [ 1997 ]
2
"Practical Advanced Analysis for Unbraced Steel Frame Design."
S. E. Kim and W. F. Chen J. Struct. Engrg., ASCE, 122(11), 1259-1265. [ 1996 ]
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TEL : 02-3408-3291   FAX : 02-3408-4332  
Copyright¨Ï by Bridge and Steel Structure Lab All rights reserved.    Webmaster
¿¬±¸½Ç¸í : ±³·® ¹× °­±¸Á¶ ¿¬±¸½Ç  
ÁÖ¼Ò : ¼­¿ï ±¤Áø±¸ ±ºÀÚµ¿ 98 ¼¼Á¾´ëÇб³ °Ç¼³È¯°æ°øÇаú  
TEL : 02-3408-3291   FAX : 02-3408-4332  
Copyright¨Ï by Bridge and Steel Structure Lab All rights reserved.   
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¿¬±¸½Ç¸í : ±³·® ¹× °­±¸Á¶ ¿¬±¸½Ç  
ÁÖ¼Ò : ¼­¿ï ±¤Áø±¸ ±ºÀÚµ¿ 98 ¼¼Á¾´ëÇб³ °Ç¼³È¯°æ°øÇаú  
TEL : 02-3408-3291   FAX : 02-3408-4332  
Copyright¨Ï by Bridge and Steel Structure Lab All rights reserved.   
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