Seismic Performance of Wide Flange Beam-to-Concrete Filled Tube Column Joints with Stiffening Plates around the Column |
Park, Jong Won
(홍익대학교 건축공학과)
Kang, Seoung Min (홍익대학교 건축공학과) Kim, Wook Jong (대림산업(주) 기술연구소) |
1 |
Performance of Concrete Filled RHS Column-to-Beam Connections with Exterior Plate Diaphragm
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2 |
Seismic resistant moment connections for concrete filled tube column-to-WF beam hybrid system
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3 |
Restoring Force Characteristics of SHS Column to Beam Connections with Exterior Plate Diaphragms
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4 |
Test of Welded Beam-Column Subassemblies. Ⅰ: Global Behavior, Ⅱ: Detailed Behavior
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DOI ScienceOn |
5 |
Behavior of rigid frame sub-assemblages subject to horizontal force
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6 |
Welded interior box-column to Ⅰ-beam connections
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DOI ScienceOn |
7 |
Seismic Design Criteria for New Moment Resisting Steel Frame Construction
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8 |
Comparison of Seismic Capacity between Post-Northridge and Post-Kobe Beam-to- Column Connections
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9 |
Design of steel beam-to-box column connections for seismic load
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10 |
A Study on the Strength of H Beam-to-Rectangular Tube Column Connections with Exterior Diaphragms by Simplified Tension Test
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11 |
용접 수평헌치로 보강된 철골 모멘트 접합부의 반복재하 내진실험
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12 |
Cyclic Performance of Wide Flange Beam to Concrete-Filled Rectangular Tube Joints with Stiffening Plates around the Column
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