Behavior of concrete-filled steel tubular planar intersecting connections under axial compression, Part 1: Experimental study

Engineering Structures

Volumn 32, Issue 1, 2010, Pages 60-68

  Huang, Chao ^a   Han, Xiao lei ^a   Ji, Jing ^a   Tang, Jia min ^a  

^a SOUTH CHINA UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

Axially loaded; Bearing capacity; CFST; Compressive test; Diagrid structure; Failure mode; Planar intersecting connection

Indexed keywords

AXIAL COMPRESSIVE LOAD; AXIAL LOADING; CFST; COMPRESSIVE LOADING; COMPRESSIVE TESTS; CONCRETE-FILLED STEEL TUBULAR; CONFINEMENT EFFECTS; DESIGN CODES; EXPERIMENTAL STUDIES; FAILURE MECHANISM; FLANGE PLATES; INTERSECTING ANGLE; LOADING TYPES; STRUCTURAL BEAMS; STRUCTURAL SYSTEMS; STRUCTURE FAILURE; STUB COLUMNS;

ARCH BRIDGES; BEARINGS (STRUCTURAL); FAILURE ANALYSIS; PLATES (STRUCTURAL COMPONENTS); RECONSTRUCTION (STRUCTURAL); RELIABILITY ANALYSIS; STRUCTURAL DESIGN; WELDS;

BEARING CAPACITY;

BEARING CAPACITY; COLUMN; COMPRESSION; COMPRESSIVE STRENGTH; CONSTITUTIVE EQUATION; DEFLECTION; DESIGN; EXPERIMENTAL STUDY; FAILURE MECHANISM; LOADING TEST; PERFORMANCE ASSESSMENT; REINFORCED CONCRETE;

EID: 70449729426     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2009.08.016     Document Type: Article

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