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author:

Chen, B. (Chen, B..) [1] (Scholars:陈宝春) | Zou, Z. (Zou, Z..) [2]

Indexed by:

Scopus

Abstract:

The main span of Lanxi bridge on Anxi county in Fujian province is down - bearing concrete - filled - steel - tube(CFST) rigid - framed tied arch. This kind of structure not only has the advantage of convenient to build as a fixed arch, but also economics the substructure for its tie rods and its design calculation. The structure inner - forces and its out - surface elastic stability are calculated by space finite elements program of SAP93. The inner - surface stability bearing capacity is checked by a simplified method that the arch is set as a simple CFST column. The tie robs and hanger robs are checked referring to the cable of cable - stayed bridge. The main point of construction is also introduced in this paper.

Keyword:

CFST; Design; Lanxi bridge; Rigid - Frame; Tied arch bridge

Community:

  • [ 1 ] [Chen, B.]Coll. of Civ. Eng. and Architecture, Fuzhou University, Fuzhou 350002, China
  • [ 2 ] [Zou, Z.]Coll. of Civ. Eng. and Architecture, Fuzhou University, Fuzhou 350002, China

Reprint 's Address:

  • 陈宝春

    [Chen, B.]Coll. of Civ. Eng. and Architecture, Fuzhou University, Fuzhou 350002, China

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Source :

Journal of Xiangtan Mining Institute

ISSN: 1000-9930

Year: 1998

Issue: 4

Volume: 13

Page: X15-76

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: 2

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