THEORECTICAL INVESTIGATION OF EXTERNALLY PRESTRESSED STRUCTURES IN ELASTIC PHASE

Gu Wei; Xiong Xueyu

doi:10.13204/j.gyjz200407002

Volume 34 Issue 7

Dec. 2014

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Gu Wei, Xiong Xueyu. THEORECTICAL INVESTIGATION OF EXTERNALLY PRESTRESSED STRUCTURES IN ELASTIC PHASE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 7-11,15. doi: 10.13204/j.gyjz200407002

Citation:

Gu Wei, Xiong Xueyu. THEORECTICAL INVESTIGATION OF EXTERNALLY PRESTRESSED STRUCTURES IN ELASTIC PHASE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 7-11,15. doi: 10.13204/j.gyjz200407002

Gu Wei, Xiong Xueyu. THEORECTICAL INVESTIGATION OF EXTERNALLY PRESTRESSED STRUCTURES IN ELASTIC PHASE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 7-11,15. doi: 10.13204/j.gyjz200407002

Citation:

Gu Wei, Xiong Xueyu. THEORECTICAL INVESTIGATION OF EXTERNALLY PRESTRESSED STRUCTURES IN ELASTIC PHASE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 7-11,15. doi: 10.13204/j.gyjz200407002

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THEORECTICAL INVESTIGATION OF EXTERNALLY PRESTRESSED STRUCTURES IN ELASTIC PHASE

doi: 10.13204/j.gyjz200407002

Gu Wei,
Xiong Xueyu

1.
Research Institute of Prestress,Tongji University Shanghai 200092

Received Date: 2004-04-22
Publish Date: 2004-07-20

Abstract

Abstract

The method of secondary moment under restraint is a convenient way to solve the interior force of prestressed statically indeterminate structure. Based on this method, the secondary interior force of all kinds of external tendon profile under three restraint conditions are directly provided in accordance with practical requirement in the construction application,and the relationship between profile parameters and prestressing effects on continuous beams are established.
- external prestressing,
- secondary interior force under restraint

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References(6)

References

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