논문의 전문(Full Text)을 원하시는 분은 이메일로 sekim@sejong.ac.kr 연락 주시면 논문을 보내드리겠습니다.
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 ]
1
"Practical Advanced Analysis for Braced Steel Frame Design."
S. E. Kim and W. F. Chen
J. Struct. Engrg., ASCE, 122(11), 1266-1274.
[ 1996 ]
