Bridge and Steel Structure Lab
National Research Laboratory (NRL) by Ministry of Science
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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
"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 ]
20
"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 ]
19
"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 ]
18
"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 ]
17
"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 ]
16
"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 ]
15
"Flexural-torsional buckling of thin-walled I-section composites."
J. H. Lee and S. E. Kim Computers and Structures, 79, 987-995. [ 2001 ]
14
"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 ]
13
"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 ]
12
"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 ]
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 ]
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Bridge and Steel Structure Lab    CEO : 82-2-3408-3607   Location : 98 Kunja-Dong Kwangin-Ku, Seoul, 143-747, Korea  
TEL : 82-2-3408-4332  
Copyrightⓒ by Bridge and Steel Structure Lab All rights reserved.    Webmaster
Bridge and Steel Structure Lab    CEO : 82-2-3408-3607  
Location : 98 Kunja-Dong Kwangin-Ku, Seoul, 143-747, Korea  
TEL : 82-2-3408-4332  
Copyrightⓒ by Bridge and Steel Structure Lab All rights reserved.   
Webmaster
Bridge and Steel Structure Lab   
CEO : 82-2-3408-3607  
Location : 98 Kunja-Dong Kwangin-Ku, Seoul, 143-747, Korea  
TEL : 82-2-3408-4332  
Copyrightⓒ by Bridge and Steel Structure Lab All rights reserved.   
Webmaster