Bridge rapid test and evaluation method based on temperature change
A bridge and fast technology, applied in the field of structural health monitoring, can solve problems such as lack of data processing methods, and achieve effective safety assessment and maintenance management, effective safety status, and simple operation
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Embodiment 1
[0037] The present invention will be described in detail below in conjunction with the accompanying drawings, but the protection scope of the present invention should not be limited thereto.
[0038] figure 1 It is the basic process of the method of the present invention. The safety state assessment of the bridge firstly through the site survey and the structural drawings to get familiar with the tested bridge, and determine the layout of the acceleration sensor and temperature sensor. Then, through the data acquisition equipment to collect the structure at the reference temperature T 0 , change the temperature T 1 and T 2 The dynamic response of the acceleration structure under the conditions and the corresponding external temperature load value. After completing the vibration test under the three temperature states, the pre-processing and post-processing of the vibration test signal are started. Because bridge structural vibration tests are inevitably affected by factor...
Embodiment 2
[0060] The following uses a typical bridge case to illustrate the implementation steps of the proposed rapid test and evaluation method for bridges based on temperature changes.
[0061] Step 1: First, determine the arrangement of sensors according to the structural characteristics of the bridge. In this implementation case, 12 acceleration sensors and 1 temperature sensor are arranged at equal intervals on the entire bridge structure.
[0062] Step 2, reference temperature T 0 and change the temperature T 1 and T 2 Structural dynamic response data and external temperature load values under these conditions. The typical acceleration responses of fixed beams under different temperature conditions are as follows: figure 1 shown in the flowchart, in this case the reference temperature T 0 =20°C, change the temperature T 1 and T 2 The values are 10°C and 20°C respectively.
[0063] Step three, identify the basic modal parameters of the structure under different tempera...
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