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Ambient vibration measurements of the bosphorus suspension bridge by total station and GPS

机译:全站仪和GPS测量博斯普林斯吊桥的环境振动

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摘要

Traffic and wind excitations have been used to obtain the dynamic characteristics of the Bosphorus Suspension Bridge in Istanbul, Turkey. Ambient vibration measurements (AVMs) on the bridge deck were obtained using the Total Station (TS) in 2003 and the Global Positioning System (GPS) in 2005. Frequencies can be effectively estimated from AVMs using the peak-peaking (PP) method in the frequency domain. For the main span, seven vertical and seven lateral frequencies were obtained from TS measurements. From the GPS measurements, 13 vertical and 9 lateral frequencies were obtained. All 36 frequencies were in the range 0-1.5 Hz. Estimated frequencies from the measurements and three-dimensional finite-element (FE) models were compared. In general, the agreement among frequencies was good. Comparison with frequencies from more limited studies undertaken in 1973, 2003, and 2005 showed that there was no unexpected behaviour in the movements of the bridge and the bridge continues to behave in accordance with the original design specifications.
机译:交通和风力激励已被用于获得土耳其伊斯坦布尔博斯普鲁斯海峡悬索桥的动力特性。使用2003年的全站仪(TS)和2005年的全球定位系统(GPS)获得了桥面板上的环境振动测量(AVM)。可以在AVM中使用峰峰值(PP)方法有效地估计频率。频域。对于主跨度,从TS测量获得了七个垂直频率和七个横向频率。通过GPS测量,获得了13个垂直和9个横向频率。所有36个频率都在0-1.5 Hz的范围内。比较了测量结果和三维有限元(FE)模型的估计频率。通常,频率之间的一致性很好。与1973年,2003年和2005年进行的更为有限的研究中的频率进行比较后,发现桥梁的运动没有意外行为,并且桥梁继续按照原始设计规范运行。

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