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Journal of Korean Society of Steel Construction -
Vol. 33 ,
No. 5
1. p.275 Proposal of Buckling Coefficient Equation Considering Aspect Ratio of Compression Plates Stiffened with Tees
Wang, Linlei, Park, Yong Myung, Liu, Yuxi, Choi, Byung Ho
DOI: https://doi.org/10.7781/kjoss.2021.33.5.275 
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2. p.285 Mechanical Characteristics of H-Type Shear Panel Steel Damper with Reinforcement of Stiffener
Park, Hae Yong, Kim, Ho Ryong, Kim, Sung Bo, Eom, Tae Sung, Kim, Jin Woo
DOI: https://doi.org/10.7781/kjoss.2021.33.5.285
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3. p.295 Flexure and Shear Performance Evaluation of New Deep Deck with 300 mm Depth
Choi, In Rak, Lee, Gyung Ryul, Jeon, Sang Hyeon, Kyung, Jae Hwan
DOI: https://doi.org/10.7781/kjoss.2021.33.5.295
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4. p.305 Deflection Performance Evaluation of New Deep Deck with 300 mm Depth During Construction Loads
Choi, In Rak, Lee, Gyung Ryul, Jeon, Sang Hyeon, Kyung, Jae Hwan
DOI: https://doi.org/10.7781/kjoss.2021.33.5.305
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5. p.315 Experimental Evaluation on Seismic Performance of Exterior Connection in Modular Building System with Steel Strand
Jung, Dam-I, Cho, Bong Ho, Lee, Doo Yong, Lee, Jae Sub, Jung, Chan Woo
DOI: https://doi.org/10.7781/kjoss.2021.33.5.315
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6. p.327 Load Transfer Capacity of Bolt Type Shear Connectors for Small Sized CFT Member
Kim, Cheol Hwan, Yun, Il Lo, Chae, Won Tak, Jang, Seok Hyeon
DOI: https://doi.org/10.7781/kjoss.2021.33.5.327
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