Stability and Resistance of Steel Continuous Beams with Thin-Walled Box Sections

The issues of local stability and ultimate resistance of a continuous beam with thin-walled box section (Class 4) were reduced to the analysis of the local buckling of bilaterally elastically restrained internal plate of the compression flange at longitudinal stress variation. Critical stress of the...

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Xehetasun bibliografikoak

Egile Nagusiak:	Brzezińska K., Szychowski A.
Formatua:	Artigo
Hizkuntza:	Inglês
Argitaratua:	Polish Academy of Sciences 2018-12-01
Saila:	Archives of Civil Engineering
Gaiak:	thin-walled elements box sections continuous beam local critical resistance design ultimate resistance
Sarrera elektronikoa:	http://www.degruyter.com/view/j/ace.2018.64.issue-4/ace-2018-0048/ace-2018-0048.xml?format=INT
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