Axial and flexural stiffness of concrete-filled steel tube after exposure to ISO-834 standard fire

Journal of Earthquake Engineering and Engineering Vibration

Volumn 22, Issue 5, 2002, Pages 143-151

  Huo, Jing si ^a   Han, Lin hai ^a  

^a FUZHOU UNIVERSITY   (China)

Author keywords

Axial stiffness; Concrete filled steel tube; Fire; Flexural stiffness

Indexed keywords

CONCRETE; DYNAMIC RESPONSE; EARTHQUAKE ENGINEERING; FLEXURE; SEISMIC RESPONSE; STEEL STRUCTURE; STIFFNESS;

EID: 0038547886     PISSN: 10001301     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (10)

1. ASCCS Seminar Report. Concrete Filled Steel Tubes - A comparison of International Codes And Practices[R]. Innsbruck, 1997.
2. [M]., 2000, 101-118. Chinese source
3. [J]., 2000, 33(3) :31-36. Chinese source
4. [J]., 2000, 33(6) :69-75. Chinese source
5. Lin - Hai Han, Fire Performance of Concrete Filled Steel Tubular Beam - Columns[J]. Journal of Constructional Steel Research - An International Journal, 2001, 57(6) : 697-711.
6. [J]., 2001, 18(6) :100-109. Chinese source
7. [J]., 2002, 35(4) :25-35. Chinese source
8. Lin - Hai Han, Yang, H. and Cheng, S. L. (2001). Residual Strength of Concrete Filled RHS Stub Columns after Exposure to High Temperatures [J]. Advances in Structural Engineering - An International Journal, 5:2, 123-134.
9. Lin - Hai Han, Yang, Y. F., Yang, H. and Hou, J. S. (2002). Residual Strength of Concrete - Filled RHS Columns after Exposure to the ISO - 834 Standard Fire[J]. Thin Walled Structures, 40(12) :991-1012.
10. Lin - Hai Han, and Hou J. S. (2002). Concrete - Filled HSS columns after Exposure to ISO - 834 Standard Fire[J]. Journal of Structural Engineering, ASCE, (in press, accepted for publication).