scholarly journals The capacity of grade C450 cold-formed rectangular hollow section T and X connections: An experimental investigation

2017 ◽  
Vol 133 ◽  
pp. 345-359 ◽  
Author(s):  
Jurgen Becque ◽  
Tim Wilkinson
Keyword(s):  
Experimental Investigation ◽  
Hollow Section

Experimental investigation of bolted hollow section splices using unstiffened circular end plate

2020 ◽  
Vol 174 ◽  
pp. 106273
Author(s):  
Ahmed M. Ibrahim ◽  
Tamer H. Radwan ◽  
Sherif A. Ibrahim ◽  
Abdelrahim K. Dessouki
Keyword(s):  
Experimental Investigation ◽  
Hollow Section ◽  
End Plate

Fire resistance of stainless steel beams with rectangular hollow section: Experimental investigation

2016 ◽  
Vol 81 ◽  
pp. 17-31 ◽  
Author(s):  
Shenggang Fan ◽  
Binbin He ◽  
Xinfeng Xia ◽  
Heyang Gui ◽  
Meijing Liu
Keyword(s):  
Experimental Investigation ◽  
Stainless Steel ◽  
Fire Resistance ◽  
Steel Beams ◽  
Hollow Section

Experimental investigation of concrete-filled square hollow section columns subjected to non-uniform exposure

2013 ◽  
Vol 48 ◽  
pp. 292-312 ◽  
Author(s):  
Hua Yang ◽  
Faqi Liu ◽  
Sumei Zhang ◽  
Xuetao Lv
Keyword(s):  
Experimental Investigation ◽  
Hollow Section

Behaviour of round-chord, cropped-web truss joints

1982 ◽  
Vol 9 (4) ◽  
pp. 641-652 ◽  
Author(s):  
J. B. Ciwko ◽  
G. A. Morris
Keyword(s):  
Experimental Investigation ◽  
Regression Analysis ◽  
Multiple Regression Analysis ◽  
Multiple Regression ◽  
Hollow Section ◽  
Fabrication Cost ◽  
Hollow Structural Section ◽  
Static Behaviour

An experimental investigation of the static behaviour of cropped-web joints is presented. The joints involve round hollow structural section chords and round hollow section webs with ends cropped in the plane of the joint. Such joints have the advantage of low fabrication cost compared with that of joints with profiled webs. Tests of 61 isolated joints with Pratt-type configurations are reported. The measured deformations at the joints are described. Equations obtained using multiple regression analysis to relate the strengths and flexibilities of the joints to various parameters are presented. The strengths of the joints were found to be acceptable. The flexibilities of the joints were found to be only one third to one half as large as those for comparable square-chord joints.

Experimental investigation on fire resistance of stainless steel columns with square hollow section

2016 ◽  
Vol 98 ◽  
pp. 196-211 ◽  
Author(s):  
Shenggang Fan ◽  
Xiaofeng Ding ◽  
Wenjun Sun ◽  
Liyuan Zhang ◽  
Meijing Liu
Keyword(s):  
Experimental Investigation ◽  
Stainless Steel ◽  
Fire Resistance ◽  
Hollow Section ◽  
Steel Columns
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