A force-based model for composite steel - Concrete beams with partial interaction

Journal of Constructional Steel Research

Volumn 61, Issue 3, 2005, Pages 387-414

  Ayoub, Ashraf ^a,b  

^a University of Missouri Rolla   (United States)

^b UNIVERSITY OF SOUTH FLORIDA   (United States)

Author keywords

Composite construction; Composite steel Concrete beams; Deformable shear connectors; Flexibility formulation; Force based formulation; Partial interaction

Indexed keywords

CONCRETE CONSTRUCTION; CORRELATION METHODS; DEFORMATION; INTERPOLATION; MATHEMATICAL MODELS; NONLINEAR SYSTEMS; STEEL BEAMS AND GIRDERS; STRUCTURAL LOADS;

COMPOSITE CONSTRUCTION; COMPOSITE STEEL-CONCRETE BEAMS; DEFORMABLE SHEAR CONNECTORS; FLEXIBILITY FORMULATION; FORCE-BASED FORMULATION; PARTIAL INTERACTION;

COMPOSITE BEAMS AND GIRDERS;

EID: 10444231977     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2004.08.004     Document Type: Article

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