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1 |
A Damage Assessment Technique for Bridges Using Conjugate Beam Theory
Choi, Il Yoon;Choi, Eunsoo;Lee, Jun Suk;Cho, Hyo Nam;
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Korean Society of Steel Construction
, v.15, no.6, pp.603-610,
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2 |
Static Behavior of Large Stud Shear Connectors
Lee, Pil Goo;Shim, Chang Su;Yoon, Tae Yang;
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Korean Society of Steel Construction
, v.15, no.6, pp.611-620,
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3 |
Fatigue Behavior of Large Stud Shear Connectors
Shim, Chang Su;Lee, Pil Goo;Kim, Hyun Ho;Yoon, Tae Yang;
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Korean Society of Steel Construction
, v.15, no.6, pp.621-628,
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4 |
Fatigue Strength of In-plane Welded Attachments
Bae, Doobyong;
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Korean Society of Steel Construction
, v.15, no.6, pp.629-637,
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5 |
Moment Transmission Capacity of H-shaped Beam by Stud Connectors
Lee, Myung Jae;Choi, Wan Chol;Lee, Sang Gu;Kim, Jae Hee;Kim, Hee Dong;
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Korean Society of Steel Construction
, v.15, no.6, pp.639-648,
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6 |
Evaluation of Concrete Cone Breakout Strength of Expansion Anchors
Kim, Sung Yong;Kim, Kyu Suk;
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Korean Society of Steel Construction
, v.15, no.6, pp.649-660,
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7 |
Advanced analysis and optimal design of steel frames accounting for nonlinear behavior of connections
Choi, Se Hyu;Park, Moon Ho;Song, Jae Ho;Lim, Cheong Kweon;
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Korean Society of Steel Construction
, v.15, no.6, pp.661-672,
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8 |
The behavior of branch-rotated and chord web-stiffened T-joints in Cold-formed Square Hollow Sections
Park, Keum Sung;Bae, Kyu Woong;Jeong, Sang Min;Kang, SeokGyu;Moon, Tae Sup;
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Korean Society of Steel Construction
, v.15, no.6, pp.673-681,
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9 |
Bearing Strength of Steel Baseplate under Eccentric Loads
Choi, Mun Sik;Min, Byung Yeol;
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Korean Society of Steel Construction
, v.15, no.6, pp.683-691,
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10 |
Evaluation of Rectangular Section Flutter Derivatives by CFD
Min, Won;Lee, Yong Jae;
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Korean Society of Steel Construction
, v.15, no.6, pp.693-700,
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11 |
Seismic Performance of CFT column to H beam Connections Reinforced with T-stiffeners
Kim, YoungJu;Chae, Young Suk;Shin, Kyung Jae;Oh, Young Suk;Moon, Tae Sup;
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Korean Society of Steel Construction
, v.15, no.6, pp.701-709,
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