Moment-capacity and rotational stiffness of endplate connections to concrete-filled tubular columns with flowdrilled connectors

Journal of Constructional Steel Research

Volumn 50, Issue 1, 1999, Pages 35-48

  France, John E ^a   Buick Davison, J ^a   A Kirby, Patrick ^a  

^a UNIVERSITY OF SHEFFIELD   (United Kingdom)

Author keywords

Endplate connections; Flowdrill; Semi rigid; Tubes

Indexed keywords

COLUMNS (STRUCTURAL); CONCRETE CONSTRUCTION; CONNECTORS (STRUCTURAL); DRILLING; STEEL BEAMS AND GIRDERS; STIFFNESS; STRENGTH OF MATERIALS; TUBULAR STEEL STRUCTURES;

FLOWDRILL CONNECTORS;

BOLTED JOINTS;

TUBULAR COLUMN;

EID: 0345517999     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(98)00237-5     Document Type: Article

References (5)

1. Bergmann R, Matsui C, Meinsma C, Dutta D. Design guide for concrete filled hollow section columns under static and seismic loading. CIDECT, Verlag TÜV Rheinland, Köln, 1995.
2. Wang YC, Moore DB. A design method for concrete-filled, hollow section, composite columns. Journal of the Institution of Structural Engineers 1997;75(21):368-73.
3. France J.E., Davison J.B., Kirby P.A. Strength and rotational stiffness of simple connections to tubular columns using flowdrill connectors. J Constructional Steel Research. 50(1):1999;15-34.
4. France J.E., Davison J.B., Kirby P.A. Strength and rotational response of rigid connections to tubular columns using flowdrill connectors. J Constructional Steel Research. 50(1):1999;1-14.
5. Flowdrill jointing with hollow sections, Interim report. British Steel Tubes and Pipes, TD366A/E/, October 1993.