Cyclic performance of repaired concrete-filled steel tubular columns after exposure to fire

Thin-Walled Structures

Volumn 44, Issue 10, 2006, Pages 1063-1076

  Han, Lin Hai ^a,b   Lin, Xiao Kang ^c   Wang, Yong Chang ^d  

^a TSINGHUA UNIVERSITY   (China)

^b BEIJING UNIVERSITY OF POSTS AND TELECOMMUNICATIONS   (China)

^c FUZHOU UNIVERSITY   (China)

^d UNIVERSITY OF MANCHESTER   (United Kingdom)

Author keywords

Composite columns; Concrete; Cyclic load; Ductility; Fire; Hollow sections; Post fire; Repairing; Residual strength; Seismic design

Indexed keywords

BENDING STRENGTH; ENERGY DISSIPATION; FIRE RESISTANCE; REINFORCED CONCRETE; STIFFNESS; THIN WALLED STRUCTURES;

COMPOSITE COLUMNS; CYCLIC LOAD; FIRE-DAMAGED COLUMNS; HOLLOW SECTIONS; RESIDUAL STRENGTH; SEISMIC DESIGNING;

TUBULAR STEEL STRUCTURES;

EID: 33846340078     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tws.2006.10.001     Document Type: Article

References (17)

1. Han L.H., Yang H., and Cheng S.L. Residual strength of concrete filled RHS stub columns after exposure to high temperatures. Adv. Struct. Eng. Inter. J. 5 2 (2002) 123-134
2. Han L.H., Yang Y.F., Yang H., and Huo J.S. Residual strength of concrete-filled RHS columns after exposure to the ISO-834 standard fire. Thin-walled Struct. 40 12 (2002) 991-1012
3. Han L.H., Yang Y.F., and Tao Z. Concrete-filled thin walled steel RHS beam-columns subjected to cyclic loading. Thin-walled Struct. 41 9 (2003) 801-833
4. Han L.H., Huo J.S., and Wang Y.C. Compressive and flexural behavior of concrete filled steel tubes after exposure to standard Fire. J. Construct. Steel Res. .61 7 (2005) 882-901
5. Han L.H., and Lin X.K. Tests on cyclic behavior of concrete-filled HSS columns after exposure to ISO-834 standard fire. J. Struct. Eng. ASCE 130 11 (2004) 1807-1819
6. ISO-834. Fire Resistance tests-elements of building construction (2005), International Standard ISO 834, Geneva
7. Han L.H., Huo J.S., and Wang Y.C. Experimental behaviour of steel beam to concrete-filled steel tubular (CFST) column connections after exposure to fire. In: Shen Z.Y., Li G.Q., and Chan S.L. (Eds). Advances in steel structuresed ICASS'05 vol. 2 (2005), Elsevier Science Press, Amsterdam 1011-1016
8. Han L.H., and Huo J.S. Concrete-filled HSS columns after exposure to ISO-834 fire standard. J. Struct. Eng. ASCE 129 1 (2003) 68-78
9. Architectural Institute of Japan (AIJ), Recommendations for design and construction of concrete filled steel tubular structures. Japan, 1997.
10. British Standard Institute. BS5400, Part 5 (1979), Concrete and composite bridges, London, UK
11. Eurocode 4 (EC4), Design of composite steel and concrete structures-Part1-1: General rules and rules for buildings. EN 1994-1-1: 2004, Brussels, CEN; 2004.
12. AISC. Load and resistance factor design (LRFD) specification for structural steel buildings (1999), American Institute of Steel Construction, Inc., Chicago
13. Fukuyama K., Higashibata Y., and Miyauchi Y. Studies on repair and strengthening methods of damaged reinforced concrete columns. Cement Concrete Compos. 22 (2000) 81-88
14. ACI. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. Reported by ACI Committee 440 (2000)
15. Han L.H., and Yang Y.F. Cyclic performance of concrete-filled steel CHS columns under flexural loading. J. Construct. steel Res. 61 4 (2005) 423-452
16. ATC-24. Guidelines for cyclic seismic testing of components of steel structures (1992), Applied Technology Council, Redwood City (CA)
17. Varma A.H., Ricles J.M., Sause R., and Lu L.W. Seismic behavior and modeling of high-strength composite concrete-filled steel tube (CFT) beam-columns. J. Construct. steel Res. 58 5-8 (2002) 725-758