Major-axis elastic buckling of axially loaded castellated steel columns

Thin-Walled Structures

Volumn 47, Issue 11, 2009, Pages 1295-1304

  El Sawy, Khaled M ^a   Sweedan, Amr M I ^a   Martini, Mohamed I ^a  

^a UNITED ARAB EMIRATES UNIVERSITY   (United Arab Emirates)

Author keywords

Buckling; Castellated; Columns; Finite element; Perforated; Stability; Steel

Indexed keywords

BUCKLING CAPACITY; BUCKLING LOADS; CASTELLATED; COLUMNS; CRITICAL BUCKLING LOADS; ELASTIC BUCKLING; END CONDITIONS; FINITE ELEMENT; FLEXURAL BEHAVIOR; FLEXURAL DEFORMATIONS; GEOMETRIC DIMENSIONS; LOADING CONDITION; MODIFICATION FACTORS; PERFORATED; SECOND WORLD WAR; SIMPLIFIED PROCEDURE; STEEL COLUMN; STEEL SECTIONS;

COLUMNS (STRUCTURAL); FINITE ELEMENT METHOD; STEEL; STEEL CONSTRUCTION;

BUCKLING;

EID: 68749096981     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tws.2009.03.012     Document Type: Article

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