Corrigendum to: “Cold formed steel beams under monotonic and cyclic loading: Experimental investigation” [J. Constr. Steel Res. 65 (2009) 219–227]

2009 ◽  
Vol 65 (7) ◽  
pp. 1548
Author(s):  
B. Calderoni ◽  
A. De Martino ◽  
A. Formisano ◽  
L. Fiorino
2009 ◽  
Vol 65 (1) ◽  
pp. 219-227 ◽  
Author(s):  
B. Calderoni ◽  
A. De Martino ◽  
A. Formisano ◽  
L. Fiorino

2009 ◽  
Vol 65 (1) ◽  
pp. 196-208 ◽  
Author(s):  
R. Landolfo ◽  
O. Mammana ◽  
F. Portioli ◽  
G. Di Lorenzo ◽  
M.R. Guerrieri

2014 ◽  
Vol 74 ◽  
pp. 104-117 ◽  
Author(s):  
Luís Laím ◽  
João Paulo C. Rodrigues ◽  
Luis Simões da Silva

2021 ◽  
Vol 164 ◽  
pp. 107831
Author(s):  
Mahmoud Hosseinpour ◽  
Mehran Zeynalian ◽  
Abdoreza Ataei ◽  
Maryam Daei

2020 ◽  
Vol 150 ◽  
pp. 106651 ◽  
Author(s):  
Chong Ren ◽  
Liusi Dai ◽  
Yuner Huang ◽  
Wenfu He

2011 ◽  
Vol 243-249 ◽  
pp. 1435-1438 ◽  
Author(s):  
Ming Chen ◽  
Yang Sun ◽  
Bing Qian Pi

The double C steel section is made of two C steels with gusset plate through bolts. A ridge joint of double C steel is studied through experiment under cyclic loading in this paper. Through the four specimens with different gusset-plate’s thickness and bolt spacing, we analyze the effect of the gusset-plate’s thickness and bolt spacing on stiffness, ductility and energy performance. At last we recommend the suitable gusset-plate’s thickness. The results can give a reference to the engineering application of cold-formed steel structure.


2017 ◽  
Vol 147 ◽  
pp. 372-384 ◽  
Author(s):  
Natalino Gattesco ◽  
Alessandra Gubana ◽  
Manuela Buttazzi ◽  
Massimo Melotto

2018 ◽  
Vol 33 (03) ◽  
pp. 220-229
Author(s):  
Chong Zhao ◽  
Guijie Yu ◽  
Jianwei Chi ◽  
Jiaxing Zhang ◽  
Zhuang Guo

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