Quick vibration detection method for bridge structure without traffic interruption
A technology for traffic conditions and bridge structures, applied in vibration testing, testing of machines/structural components, measuring devices, etc., can solve problems such as economic loss and interruption of traffic, and achieve the effect of ensuring safety and solving difficult problems of rapid detection
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Embodiment 1
[0033] A method for rapid vibration detection of a bridge structure without interrupting traffic, as follows: the equipment used has multiple wireless acceleration sensors, multiple sensor wireless acquisition nodes and vehicle-mounted mobile wireless base stations, and multiple wireless acceleration sensors are fixedly installed respectively On the bridge, each sensor wireless acquisition node is connected with multiple wireless acceleration sensor radio signals, the vehicle passes the bridge quickly, and the vehicle-mounted mobile wireless base station receives the wireless acceleration sensor data collected by the sensor wireless acquisition node in the fast moving state. And carry out the following vibration detection steps,
[0034] Step 1: At the sensor wireless acquisition node, convert the collected original data signal x with a length of n into a signal y with a length of m, where m=n
[0035] y=Φx (1)
[0036] Independent and identically distributed elements φ in Φ ...
Embodiment 2
[0052] Here is an example of using this technology to carry out vibration tests on bridges, mainly using wireless acceleration sensors to collect the vertical vibration acceleration signals of the bridge deck. A total of 14 wireless acceleration sensors 1 and two sensor wireless acquisition nodes are arranged on the bridge deck. 2. All arranged on the same straight line on the same side, such as Figure 6-7 shown. Then the wireless sensor data receiving base station is placed in the vehicle, and the data of the wireless nodes and the data loss are obtained under the test vehicle moving speeds of 0km / h, 30km / h and 40km / h respectively. Using the data measured in the static state (0km / h), simulate the measured packet loss rate and packet loss location in the moving state to restore the data and identify the modal parameters. The obtained bridge structure frequency and damping ratio parameters are shown in Table 1. , the mode shape as Figure 8-9 and Figure 10-11 shown.
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