A parametric analysis of steel and composite portal frames with semi-rigid connections

Engineering Structures

Volumn 28, Issue 4, 2006, Pages 543-556

  da S Vellasco, P C G ^a,c   de Andrade, S A L ^a,b   da Silva, J G S ^a   de Lima, L R O ^a   Brito Jr , O ^b  

^a STATE UNIVERSITY OF RIO DE JANEIRO   (Brazil)

^b PONTIFICAL CATHOLIC UNIVERSITY OF RIO DE JANEIRO   (Brazil)

^c IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

Composite construction; Non linear finite element modelling; Semi rigid behaviour; Semi rigid connections; Steel structures; Structural engineering

Indexed keywords

BUILDINGS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; RIGIDITY; STEEL STRUCTURES; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL DESIGN;

COMPOSITE CONSTRUCTION; NON-LINEAR FINITE ELEMENT MODELLING; SEMI-RIGID BEHAVIOUR; SEMI-RIGID CONNECTIONS; SEMI-RIGID LOW-RISE PORTAL FRAME PARAMETRIC ANALYSIS;

STRUCTURAL FRAMES;

CIVIL ENGINEERING;

EID: 30344483961     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2005.09.010     Document Type: Article

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