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| 1 |
Laterally Unbraced Length for Preventing Inelastic Lateral-Torsional Buckling of High-Strength Steel Beams
Park, Chang Hee;Lee, Cheol Ho;Han, Kyu Hong;Kim, Jin Ho;Lee, Seung Eun;Ha, Tae Hyu;Kim, Jin Won;
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Korean Society of Steel Construction
, v.25, no.2, pp.115-130,
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| 2 |
The Experimental Study on the Resistance Forces and the Failure Temperatures of H-Shaped Steel Compressive Members by Elevated Temperatures
Choi, Hyun Sik;Kang, Seong Deok;Kim, Jae Eok;
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Korean Society of Steel Construction
, v.25, no.2, pp.131-139,
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| 3 |
Numerical Analysis of Inelastic Lateral Torsional Buckling Strength of HSB800 Steel Plate Girders with Doubly Symmetric Section
Park, Yong Myung;Lee, Kun Joon;Choi, Byung Ho;Hwang, Min O;
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Korean Society of Steel Construction
, v.25, no.2, pp.141-151,
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| 4 |
Numerical Analysis of Inelastic Lateral Torsional Buckling Strength of HSB800 Steel Plate Girder with Monosymmetric Section
Park, Yong Myung;Lee, Kun Joon;Choi, Byung Ho;Hwang, Min O;
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Korean Society of Steel Construction
, v.25, no.2, pp.153-164,
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| 5 |
Revaluation of Nominal Flexural Strength of Composite Girders in Positive Bending Region
Youn, Seok Goo;
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Korean Society of Steel Construction
, v.25, no.2, pp.165-178,
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| 6 |
Effect of Mid-span Gusset Plates on the Behavior of Multi-Story X-Braced Frames
Yoo, Jung Han;
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Korean Society of Steel Construction
, v.25, no.2, pp.179-186,
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| 7 |
Structural Characteristic of Beam-to-Column Connections in Rectangular CFT Structures Considering Concrete Filling
Park, Je Young;Lee, Myung Jea;
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Korean Society of Steel Construction
, v.25, no.2, pp.187-196,
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| 8 |
Interface Module Developement of Structural Design for Brace Connections on based BIM
Kim, Tae Hyeong;Shin, Tae Song;
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Korean Society of Steel Construction
, v.25, no.2, pp.197-207,
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| 9 |
Eccentric Axial Loading Test for Concrete-Encased L-section Columns using 800MPa Steel and 100MPa Concrete
Kim, Chang-Su;Park, Hong Gun;Lee, Ho Jun;Choi, In Rak;
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Korean Society of Steel Construction
, v.25, no.2, pp.209-222,
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