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논문
1 Shear Resistance of Light-gauge Steel Stud Wall infilled with light-weight foamed mortar
Lee, Sang Sup;Bae, Kyu Woong; / Korean Society of Steel Construction , v.16, no.4, pp.397-406,
2 3D Finite Element Analysis of High Tension Bolted Joints
Shim, Jae Soo;Kim, Chun Ho;Kim, Dong Jo; / Korean Society of Steel Construction , v.16, no.4, pp.407-414,
3 Long-term corrosion-resistance of an uncoated weathering steel and its on-line and in-situ measurements
Park, Jeong Real;Kim, Kyoo Young; / Korean Society of Steel Construction , v.16, no.4, pp.415-423,
4 Evaluation of Structural Behavior of Large Studs Using Partial Composite Beams
Shim, Chang Su;Lee, Pil Goo;Ha, Tae Yul; / Korean Society of Steel Construction , v.16, no.4, pp.425-432,
5 Local Buckling Behavior of Cold-Formed Channel Columns under Compression at Elevated Temperatures
Baik, Tai Soon;Kang, Sung Duk;Kang, Moon Myung; / Korean Society of Steel Construction , v.16, no.4, pp.433-442,
6 A Study on the Multi-Level Artificial Neural Networks Using Genetic Algorithm for Preliminary Structural Design
Choi, Byoung Han; / Korean Society of Steel Construction , v.16, no.4, pp.443-452,
7 Behavior and Design of H-Section Steel Column Base Plates for Light Concentric Load
Sim, Ki Chul;Kim, Eun Hwa;Kim, Won Ki; / Korean Society of Steel Construction , v.16, no.4, pp.453-461,
8 Bearing Pressure and Design of Rectangular Steel Tubular Column Baseplate under Concentric Loadings
Lee, Seung Joon;Kim, Jeong Hyun; / Korean Society of Steel Construction , v.16, no.4, pp.463-470,
9 Structural Behavior of Circular Tube Column Bases under the Axial Load
Lee, Tae Kyu;Lee, Myung Jae; / Korean Society of Steel Construction , v.16, no.4, pp.471-478,
10 A Shape Control of Welded Joints to Improve Fatigue Strength
Kang, Chang Ib;Kook, Seung Kyu;Lee, Dong Uk; / Korean Society of Steel Construction , v.16, no.4, pp.479-492,
11 Study on Buckling of Composite Laminated Cylindrical Shells with Transverse Rib
Chang, Suk Yoon; / Korean Society of Steel Construction , v.16, no.4, pp.493-500,