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Proposal of Strength Formula and Type Development of Composite Mega Column to Beam Connections with T-shaped Stiffener

机译：复合兆柱的力量公式和型式开发的提议与T形加强孔的连接

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Jae-Hyun Lee; Bu-Kyu Kim; Sun-Hee Kim; Kyong-Soo Yom; Sung-Mo Choi;
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年度 2018
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1. Earthquake Damage Evaluation of T-Shaped SRC Composite Column-Steel Beams in 3D Connection Joints [J] . Xu J. J., Chen Z. P., Chen Y. L., Advances in Structural Engineering . 2015 ,第5期

机译：3D连接节中T型SRC复合柱-钢梁的地震破坏评估
2. Experimental study discussion of the seismic behavior on new types of internal/external stiffeners in rigid beam-to-CFST/HSS column connections [J] . Rezaifar Omid, Younesi Adel Construction and Building Materials . 2017 ,第APRa1期

机译：刚性梁到CFST / HSS柱连接中新型内部/外部加劲肋的抗震性能的实验研究讨论
3. Experimental study of rigid beam-to-box column connections with types of internal/external stiffeners [J] . Rezaifar Omid, Nazari Mohammad, Gholhaki Majid Steel & Composite Structures: An International Journal . 2017 ,第5期

机译：刚性梁箱柱连接与内部/外部加强件的实验研究
4. A new prediction formula for the splitting strength of beams loaded perpendicular-to-grain by dowel-type and nail-plates connections [C] . Marco Ballerini Assistant Professor World Conference on Timber Engineering;WCTE 2006 . 2006

机译：销钉和钉板连接的垂直方向加载梁的劈裂强度的新预测公式
5. Analytical and experimental evaluation of seismic performance of interior RC beam-column joints strengthened with FRP composites. [D] . Allam, Khaled H. 2010

机译：FRP复合材料加固RC内梁柱节点的抗震性能分析与试验评价。
6. Near Surface Mounted Composites for Flexural Strengthening of Reinforced Concrete Beams [O] . Md. Akter Hosen, Mohd Zamin Jumaat, Ubagaram Johnson Alengaram, 2016

机译：近表面安装的复合材料用于钢筋混凝土梁的抗弯加固
7. 2072) Investigation of the Strength of Welded Beam-Column Connections : On Various Types of Stiffeners(Structure) [O] . Takeo Naka, Hikaru Saito 1959

机译：2072）调查焊接梁柱连接强度：在各种类型的加强件（结构）上
8. Two Beam-to-Column Web Connections. Alternative Designs and Tests of Two Beam-to-Column Web Seismic Moment Connections [R] . Tsai, K. C. , Popov, E. P. 1986

机译：两个梁到列Web连接。两种梁柱间距地震力矩连接的替代设计和试验

Proposal of Strength Formula and Type Development of Composite Mega Column to Beam Connections with T-shaped Stiffener

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