TY - GEN
T1 - Wind vibration characteristic of bogazici suspension bridge using structural health monitoring data
AU - Apaydin, N. M.
AU - Dogan, B.
AU - Zulfikar, C.
PY - 2014
Y1 - 2014
N2 - The Bogazici Suspension Bridge, also known as the Ataturk Bridge, is one of the two suspension bridges over the Bosporus in Istanbul connecting European and Asian continents. Constructed 1973 and a daily crossings of over 200,000 vehicles, it is one of the most important lifelines in Istanbul. Due to the high seismic risk in Istanbul, and the heavy traffic loads on the bridge, the Turkish Highway Authority in 2011 has installed a dense Structural Health Monitoring network on the bridge, consisting of 168 sensors, collecting 258 channels of real-time data from accelerometers, GPS sensors, tilt meters, strain gauges, force transducers, laser displacement sensors, thermocouples and weather stations. The system gives the Highway Authority an opportunity to monitor and assess the response of the bridge continuously, and alert authorities when a response component exceeds the specified threshold level during an extreme event. This paper presents a brief summary of the structural properties of the bridge, the monitoring system installed, and the data recorded from an extreme wind storm on 18 April 2012, which caused the bridge to be shut down for the first time in its history.
AB - The Bogazici Suspension Bridge, also known as the Ataturk Bridge, is one of the two suspension bridges over the Bosporus in Istanbul connecting European and Asian continents. Constructed 1973 and a daily crossings of over 200,000 vehicles, it is one of the most important lifelines in Istanbul. Due to the high seismic risk in Istanbul, and the heavy traffic loads on the bridge, the Turkish Highway Authority in 2011 has installed a dense Structural Health Monitoring network on the bridge, consisting of 168 sensors, collecting 258 channels of real-time data from accelerometers, GPS sensors, tilt meters, strain gauges, force transducers, laser displacement sensors, thermocouples and weather stations. The system gives the Highway Authority an opportunity to monitor and assess the response of the bridge continuously, and alert authorities when a response component exceeds the specified threshold level during an extreme event. This paper presents a brief summary of the structural properties of the bridge, the monitoring system installed, and the data recorded from an extreme wind storm on 18 April 2012, which caused the bridge to be shut down for the first time in its history.
UR - http://www.scopus.com/inward/record.url?scp=84906696521&partnerID=8YFLogxK
U2 - 10.1201/b17063-102
DO - 10.1201/b17063-102
M3 - Conference contribution
AN - SCOPUS:84906696521
SN - 9781138001039
T3 - Bridge Maintenance, Safety, Management and Life Extension - Proceedings of the 7th International Conference of Bridge Maintenance, Safety and Management, IABMAS 2014
SP - 703
EP - 707
BT - Bridge Maintenance, Safety, Management and Life Extension - Proceedings of the 7th International Conference of Bridge Maintenance, Safety and Management, IABMAS 2014
PB - Taylor and Francis - Balkema
T2 - 7th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2014
Y2 - 7 July 2014 through 11 July 2014
ER -