Effects of shear deformation on the effective length of tapered columns with I-section for steel portal frames

Structural Engineering and Mechanics

Volumn 10, Issue 5, 2000, Pages 479-489

  Li, Guo Qiang ^a   Li, Jin Jun ^a  

^a TONGJI UNIVERSITY   (China)

Author keywords

[No Author keywords available]

Indexed keywords

FINITE ELEMENT METHOD; SHEAR DEFORMATION; STEEL STRUCTURES; STIFFNESS MATRIX; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

STEEL PORTAL FRAMES; TAPERED COLUMNS;

COLUMNS (STRUCTURAL);

EID: 0034325212     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2000.10.5.479     Document Type: Article

References (19)

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