Numerical analysis of composite frames with partial shear-stud interaction by one element per member

Engineering Structures

Volumn 22, Issue 10, 2000, Pages 1285-1300

  Fang, L X ^a   Chan, S L ^a   Wong, Y L ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

Composite frames; Finite element method; One element per member; Partial shearestud interaction

Indexed keywords

CONCRETE SLABS; CRACK PROPAGATION; DEFLECTION (STRUCTURES); FINITE ELEMENT METHOD; INTEGRATION; INTERFACES (MATERIALS); MATHEMATICAL MODELS; POLYNOMIALS; STEEL BEAMS AND GIRDERS; STRUCTURAL ANALYSIS; STUDS (STRUCTURAL MEMBERS); YIELD STRESS;

COMPOSITE FRAMES; PARTIAL SHEAR STUD INTERACTION; SERVICEABILITY DEFLECTION LIMIT;

STRUCTURAL FRAMES;

EID: 0033737853     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(99)00081-4     Document Type: Article

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