Seismic response of a suspension bridge: Insights from long-term full-scale seismic monitoring system

2018 ◽  
Vol 25 (11) ◽  
pp. e2252 ◽  
Author(s):  
Dionysius M. Siringoringo ◽  
Yozo Fujino
2020 ◽  
Vol 146 (2) ◽  
pp. 04019208 ◽  
Author(s):  
Ashish Shrestha ◽  
Ji Dang ◽  
Xin Wang ◽  
Shogo Matsunaga

2008 ◽  
Vol 22 (11) ◽  
pp. 875-880 ◽  
Author(s):  
Y. Q. NI ◽  
H. W. XIA ◽  
J. M. KO

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.


2004 ◽  
Vol 20 (2) ◽  
pp. 333-346 ◽  
Author(s):  
M. Çelebi ◽  
A. Sanli ◽  
M. Sinclair ◽  
S. Gallant ◽  
D. Radulescu

A recently implemented advanced seismic monitoring system for a 24-story building facilitates recording of accelerations and computing displacements and drift ratios in near-real time to measure the earthquake performance of the building. The drift ratio is related to the damage condition of the specific building. This system meets the owner's needs for rapid quantitative input to assessments and decisions on post-earthquake occupancy. The system is now successfully working and, in absence of strong shaking to date, is producing low-amplitude data in real time for routine analyses and assessment. Studies of such data to date indicate that the configured monitoring system with its building specific software can be a useful tool in rapid assessment of buildings and other structures following an earthquake. Such systems can be used for health monitoring of a building, for assessing performance-based design and analyses procedures, for long-term assessment of structural characteristics, and for long-term damage detection.


2012 ◽  
Vol 36 (1) ◽  
pp. 20120067 ◽  
Author(s):  
Carlo Rainieri ◽  
Giovanni Fabbrocino ◽  
Filippo Santucci de Magistris

Diabetes ◽  
2019 ◽  
Vol 68 (Supplement 1) ◽  
pp. 966-P
Author(s):  
ATSUSHI FUJIYA ◽  
TOSHIKI KIYOSE ◽  
TAIGA SHIBATA ◽  
HIROSHI SOBAJIMA

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