Bridge and Steel Structure Lab
National Research Laboratory (NRL) by Ministry of Science
Publications
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 ]
Bridge and Steel Structure Lab
CEO : 82-2-3408-3607
Location : 98 Kunja-Dong Kwangin-Ku, Seoul, 143-747, Korea
Bridge and Steel Structure Lab Webmaster
Bridge and Steel Structure Lab
CEO : 82-2-3408-3607
Bridge and Steel Structure Lab Webmaster
Bridge and Steel Structure Lab
Bridge and Steel Structure Lab Webmaster
