DEFORMATION CAPACITY OF WELDED SQUARE HOLLOW SECTION MEMBERS MADE OF HIGH STRENGTH STEEL GOVERNED BY LOCAL BUCKLING
نویسندگان
چکیده
منابع مشابه
Local and Distortional Buckling of Cold-Formed Steel Members
Laminar structures have a high post-buckling strength reserve. Cold-formed steel profiles can be taken as a set of thin plate elements. Therefore it is necessary to design this type of profiles taking into account that reserve of strength in post-local buckling modes of failure. The method normally used to design this type of structures is based on the Effective Width concept. The Effective Wid...
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ژورنال
عنوان ژورنال: Journal of Structural and Construction Engineering (Transactions of AIJ)
سال: 1993
ISSN: 0910-8025,2433-0000
DOI: 10.3130/aijsx.444.0_115