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author:

Xiao, Yi (Xiao, Yi.) [1] | Zhuo, Weidong (Zhuo, Weidong.) [2] | Fan, Lichu (Fan, Lichu.) [3]

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EI

Abstract:

A new equivalent modulus of elasticity of stay cables is derived based on previous research works. The result of the proposed formula is close to Ernst's formula and can be regarded as a theoretical supplement of existing works. Compared with the preset formula and other related works, Ernst's formula is a proper choice for the equivalent modulus of elasticity of stay cables. © (2011) Trans Tech Publications, Switzerland.

Keyword:

Building materials Cables Cable stayed bridges Civil engineering Construction equipment Elastic moduli

Community:

  • [ 1 ] [Xiao, Yi]College of Civil Engineering, Fuzhou University, Fuzhou, Fujian 350108, China
  • [ 2 ] [Zhuo, Weidong]College of Civil Engineering, Fuzhou University, Fuzhou, Fujian 350108, China
  • [ 3 ] [Fan, Lichu]State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China

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Source :

ISSN: 1022-6680

Year: 2011

Volume: 255-260

Page: 1266-1269

Language: English

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: 0

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