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author:

Han, L. H. (Han, L. H..) [1] | Tao, Z. (Tao, Z..) [2]

Indexed by:

CPCI-S

Abstract:

Concrete-filled steel tubular (CFST) structures have several structural and constructional benefits, which are widely recognized and have led to an increased use in modern engineerings. A brief introduction to application and research on concrete-filled steel tubes are introduced in this paper, several key issues on designing CFST structures are presented, including members subjected to static loading and long-term loading; seismic behaviours; fire resistence design and damage evaluation after exposure to fire, pre-stress effect in steel tubes and concrete compaction effect. Some new types CFST members, such as CFSTs with thin-walled steel tubes or high-performance concrete used, concrete-filled double skin steel tubular (CFDST) as well as FRP-confined CFST members and etc. are introduced. Finally, some recent reseach developments on CFST column-to-beam connections, frames and hybrid structures using CFST members are generally described in this paper.

Keyword:

behaviour concrete-filled steel tubes (CFST) connection design theroy frame hybrid structures member

Community:

  • [ 1 ] [Han, L. H.]Tsinghua Univ, Dept Civil Engn, Beijing 100084, Peoples R China
  • [ 2 ] [Tao, Z.]Fuzhou Univ, Coll Civil Engn, Fuzhou 350002, Fujian, Peoples R China

Reprint 's Address:

  • [Han, L. H.]Tsinghua Univ, Dept Civil Engn, Beijing 100084, Peoples R China

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Source :

PROCEEDINGS OF THE FIRST INTERNATIONAL FORUM ON ADVANCES IN STRUCTURAL ENGINEERING - 2006: EMERGING STRUCTURAL MATERIALS AND SYSTEMS

Year: 2009

Page: 250-,

Language: Chinese

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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