FEMA-350.Recommended Seismic Design Criteria for New SteelMoment-Frame Buildings [S].2000.
[3]
日本建筑学会.钢结构结合部指针[S].2001.
[4]
王薇.钢框架板式加强型焊接节点的断裂性能分析[D].青岛: 青岛理工大学,2011.
[5]
王鹏.钢框架梁翼缘板加强型和盖板加强型节点的试验研究[D].青岛: 青岛理工大学,2009.
[6]
EI-Tawil S,Mikesell T,Kunnath S K.Effect of Local Details andYield Ratio on Behavior of FR Steel Connections[J].Struct.Engrg.,ASCE,2000,126(11): 79-87.
[7]
Mao C,Ricles J,Lu L W,et al.Effect of Local Details onDuctility of Welded Moment Connections[J].Struct.Engrg.,ASCE,2001,127(9): 1036-1044
[8]
Hancock J W,MacKenzie A C.On the Mechanisms of DuctileFailure in High Strength Steel Subject to Multi-Axial Stress-States[J].Journal Mech.Phys.Solids,1976,24(213): 147-169.