Cause Analysis and Monitoring of Deformation of the Cable Support Tower
of Large Span Suspension Bridge During Construction

LIU Cheng-long; ZHANG De-qiang; HUANG Ze-chun

Volume 13 Issue 5

Oct. 2000

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Article Contents

Journal of Southwest Jiaotong University > 2000 > 13(5): 501-504.

LIU Cheng-long, ZHANG De-qiang, HUANG Ze-chun. Cause Analysis and Monitoring of Deformation of the Cable Support Towerof Large Span Suspension Bridge During Construction[J]. Journal of Southwest Jiaotong University, 2000, 13(5): 501-504.

Citation:

LIU Cheng-long, ZHANG De-qiang, HUANG Ze-chun. Cause Analysis and Monitoring of Deformation of the Cable Support Tower of Large Span Suspension Bridge During Construction[J]. Journal of Southwest Jiaotong University, 2000, 13(5): 501-504.

Citation:

LIU Cheng-long, ZHANG De-qiang, HUANG Ze-chun. Cause Analysis and Monitoring of Deformation of the Cable Support Tower of Large Span Suspension Bridge During Construction[J]. Journal of Southwest Jiaotong University, 2000, 13(5): 501-504.

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Cause Analysis and Monitoring of Deformation of the Cable Support Tower of Large Span Suspension Bridge During Construction

Publish Date: 25 Oct 2000

Abstract

Abstract

The deformation causes of the cable support tower of large span suspension bridge at different construction stages, as well as the purpose and effect of monitoring the cable support tower deformation, are introduced. A distance difference monitoring method is used to monitor the deformation of cable support tower, obtaining a comparatively good result; and can be taken as a good reference for the same kind of bridge construction.
- suspension bridge,
- cable pylon,
- deformation,
- cause analysis,
- monitoring