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Bridge structure modal parameter authenticity and falsity discrimination method and terminal device

A modal parameter identification and modal parameter technology, applied in instruments, measuring devices, measuring ultrasonic/sonic/infrasonic waves, etc., can solve the problem of low identification accuracy

Inactive Publication Date: 2018-07-24
SHIJIAZHUANG TIEDAO UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0007] In view of this, the embodiment of the present invention provides a bridge structural modal parameter identification method and terminal equipment to solve the problem of low identification accuracy in the prior art

Method used

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  • Bridge structure modal parameter authenticity and falsity discrimination method and terminal device
  • Bridge structure modal parameter authenticity and falsity discrimination method and terminal device
  • Bridge structure modal parameter authenticity and falsity discrimination method and terminal device

Examples

Experimental program
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Embodiment 1

[0089] figure 1 It shows the implementation process of the bridge structure modal parameter true and false identification method provided by Embodiment 1 of the present invention, and is described in detail as follows:

[0090] In step S101, the monitoring data of the bridge structure under environmental excitation conditions is acquired through the data acquisition devices installed at multiple measuring points of the bridge.

[0091] Among them, the monitoring data of the bridge structure can be extracted through the client side of the bridge health monitoring system, and the data of the client side of the health monitoring system are collected from the data acquisition devices installed on multiple measuring points of the bridge.

[0092] Step S102, using the natural excitation technology NExT, first calculate the cross-power spectral density function of each of the monitoring data, and then obtain the cross-correlation function of the monitoring data through inverse Fourie...

Embodiment 2

[0172] Corresponding to the bridge structure modal parameter screening method described in the above embodiment, Figure 13 A schematic diagram of the operating environment of the bridge structure modal parameter screening program provided by the embodiment of the present invention is shown. For ease of description, only the parts related to this embodiment are shown.

[0173] In this embodiment, the bridge structure modal parameter screening program 200 is installed and run in the terminal device 20 . The terminal device 20 may include, but not limited to, a memory 201 and a processor 202 . Figure 11 Only terminal device 20 is shown with components 201-202, but it is to be understood that implementation of all of the illustrated components is not required and that more or fewer components may instead be implemented.

[0174] The storage 201 may be an internal storage unit of the terminal device 20 in some embodiments, for example, a hard disk or a memory of the terminal de...

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Abstract

The invention belongs to the bridge monitoring technical field and provides a bridge structure modal parameter authenticity and falsity discrimination method and a terminal device. The method includesthe following steps that: the monitoring data of the structure of a bridge under an environmental excitation condition are obtained through data acquisition devices disposed in a plurality of measuring points of the bridge; the NExT (natural excitation technique) is adopted, at first, the cross power spectrum density function of the monitoring data is calculated, and Fourier inverse transformation is performed on the cross power spectrum density function, so that the cross-correlation function of the monitoring data is obtained, the cross-correlation function is adopted as the input data of amodal parameter identification algorithm, so that modal parameter identification can be carried out, and a stability diagram can be drawn; the auto-power spectrum density function and cross-power spectrum density function of the monitoring data of the measuring points are calculated, the auto-power spectra and cross-power spectra of all the measuring points are summated, and the auto-spectra andthe cross spectra are summated in the same order of magnitude, so that the sum function of the power spectra can be obtained; and a diagram of the sum function, and true and false modal parameters canbe discriminated according to the stability diagram of the sum function. According to the method, the stability diagram method and a power spectrum summation peak method are combined to perform bridge structure modal parameter authenticity and falsity discrimination, so that discrimination accuracy can be improved.

Description

technical field [0001] The invention belongs to the technical field of bridge monitoring, and in particular relates to a method for discriminating true and false bridge structural modal parameters and a terminal device. Background technique [0002] It is extremely expensive or even impossible to excite large-scale structures such as cable-stayed bridges, and the identification of modal parameters of cable-stayed bridges under environmental excitations has attracted attention. The modal analysis under ambient excitation (Ambient Excitation) is a kind of Operational Modal Analysis (Output-Only Modal Analysis, OMA), which has the advantages of uninterrupted traffic, cost saving, online and real-time structural modal parameters Identification and health monitoring. [0003] The modal parameter identification under environmental excitation needs to go through two steps of modal parameter identification and true and false mode identification after the early signal processing (su...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01H17/00
CPCG01H17/00
Inventor 刘杰赵玉戎密仁许宏伟朱冀军王联芳闫涛刘志强
Owner SHIJIAZHUANG TIEDAO UNIV
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