Nonlinear P-Δ analysis of steel frames with semi-rigid connections

Steel and Composite Structures

Volumn 14, Issue 1, 2013, Pages 1-20

  Valipour, Hamid R ^a   Bradford, Mark A ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Flexibility; Nonlinearity; P effects; Secant stiffness; Semi rigid connection

Indexed keywords

CONTROL NONLINEARITIES; JOINTS (STRUCTURAL COMPONENTS); NUMERICAL METHODS; STEEL CONSTRUCTION; STIFFNESS;

AXIAL STIFFNESS; CORRESPONDING SOLUTIONS; EQUILIBRIUM EQUATION; FLEXIBILITY; FLEXIBLE CONNECTIONS; FORCE-BASED; ITERATIVE SCHEMES; NODAL POINTS; NONLINEAR STATICS; NUMERICAL EXAMPLE; SECANT STIFFNESS; SECOND ORDERS; SEMIRIGID CONNECTIONS; SOLUTION STRATEGY; STEEL FRAME; TOTAL STRAIN;

STRUCTURAL FRAMES;

EID: 84874503121     PISSN: 12299367     EISSN: None     Source Type: Journal    
DOI: 10.12989/scs.2013.14.1.001     Document Type: Article

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