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STRUCTURAL PERFORMANCE EVALUATION OF TSING MA BRIDGE DECK USING LONG-TERM MONITORING DATA.

Authors :
Ni, Y. Q.
Xia, H. W.
Ko, J. M.
Source :
Modern Physics Letters B. 5/10/2008, Vol. 22 Issue 11, p875-880. 6p. 3 Diagrams, 3 Charts, 4 Graphs.
Publication Year :
2008

Abstract

The Tsing Ma Bridge in Hong Kong is suspension bridge with a main span of 1377 m carrying both highway and railway traffic. After completing its construction in 1997, the bridge was instrumented by the Hong Kong SAR Government Highways Department with a long-term structural health monitoring system comprising about 300 sensors permanently installed on the bridge. As part of this monitoring system, a total of 110 strain gauges have been installed to measure strain at the deck cross-sections and bearings. In this study, a method for real-time structural performance evaluation of the stiffening deck system making use of long-term strain measurement data is proposed and verified using the strain monitoring data from a typical deck cross-section of the Tsing Ma Bridge. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
02179849
Volume :
22
Issue :
11
Database :
Academic Search Index
Journal :
Modern Physics Letters B
Publication Type :
Academic Journal
Accession number :
32113757
Full Text :
https://doi.org/10.1142/S021798490801553X