scholarly journals EXPERIMENTAL STUDY ON VERY SHALLOW EMBEDDED TYPE STEEL COLUMN-TO-FOOTING CONNECTIONS : Part-2 Behavior under vertical and horizontal loadings

1991 ◽  
Vol 421 (0) ◽  
pp. 59-68
Author(s):  
Isao KOHZU ◽  
Kiyoshi KANETA ◽  
Akihito FUJII ◽  
Kenji FUJII ◽  
Takashi KIDA
Keyword(s):  
Experimental Study ◽  
Type Steel ◽  
Steel Column ◽  
Embedded Type

Experimental Study on Seismic Performance of Connections between T-Shaped Concrete-Filled Steel Column and Steel Beam

2012 ◽  
Vol 204-208 ◽  
pp. 2455-2460
Author(s):  
Bing Cao ◽  
Shao Bin Dai ◽  
Ming Sen Lin ◽  
Ji Xiong Liu
Keyword(s):  
Experimental Study ◽  
Seismic Performance ◽  
Theoretical Basis ◽  
Steel Beam ◽  
Horizontal Load ◽  
Energy Capacity ◽  
Steel Connections ◽  
Steel Column ◽  
Steel Connection ◽  
Angle Steel

This paper presents an experimental study and analysis on three double web plate top and bottom angle steel connections of T-shaped concrete-filled steel column and steel beam under low-cycle repeating horizontal load. The damage form and seismic performance of double web plate top and bottom angle steel connections was studied. The results of analysis indicate that the strength and rigidity of the joint are mainly determined by the strength and rigidity of the thickness of top and bottom angle steel. The thickness of top and bottom angle steel affects the performance of the joint and the joint has good consuming energy capacity and its strength is high. The results provide the theoretical basis to the study and application of double web plate top and bottom angle steel connection joint.

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