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Network-level bridge structure performance evaluation and prediction method

A technology of bridge structure and prediction method, applied in the direction of structured data retrieval, neural architecture, biological neural network model, etc., to achieve the effect of high practicability

Active Publication Date: 2019-04-12
TONGJI UNIV
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Problems solved by technology

At the same time, how to simulate the complex nonlinear and logical relationship between bridge performance degradation trends and its basic parameters based on this database is a difficult task

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  • Network-level bridge structure performance evaluation and prediction method
  • Network-level bridge structure performance evaluation and prediction method
  • Network-level bridge structure performance evaluation and prediction method

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Embodiment Construction

[0049] The present invention will be described in detail below in conjunction with the accompanying drawings and specific embodiments. This embodiment is carried out on the premise of the technical solution of the present invention, and detailed implementation and specific operation process are given, but the protection scope of the present invention is not limited to the following embodiments.

[0050] A network-level bridge structure performance evaluation and prediction method, such as figure 1 and Figure 5 shown, including:

[0051] Step S1: Carry out data mining on the regional bridge inspection report information over the years, extract its bridge age, type, annual average daily traffic volume, maintenance behavior and bridge technical status scores in each year, and build a relational database, specifically including:

[0052] Step S11: Collect and summarize the inspection reports of all bridges in the road network traffic network in the target area over the years, a...

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Abstract

The invention relates to a network-level bridge structure performance evaluation and prediction method, which comprises the following steps: S1, collecting a detection report of each bridge over the years, extracting technical condition scores, bridge ages, structure types, traffic volumes and maintenance behavior information of each year, and constructing a relational database; s2, based on the data in the relational database, training and checking the established structural performance degradation model; s3, predicting the overall structure of the bridge in the regional road network and theperformance change trend of the local component by using the trained structural performance degradation model; and S4, giving an optimized overhaul scheme and a maintenance strategy of bridges in theregional road network. Compared with the prior art, the method has the advantages that the data mining technology is integrated, mass detection data accumulated under the condition of long-term bridgeinspection work is effectively and fully utilized, the neural network model is established, the extracted data is converted into valuable knowledge in the bridge management and maintenance field, andthe network-level bridge structure performance evaluation prediction and decision support are realized.

Description

technical field [0001] The invention relates to the field of bridge safety, in particular to a network-level bridge structure performance evaluation and prediction method. Background technique [0002] my country is the country with the largest number of highway bridges in the world. According to the statistical information of the Ministry of Transport, by the end of 2016, there were 805,300 highway bridges in my country, with a cumulative length of 49.1697 million linear meters. With the increasing service life of bridges, a large number of newly built bridges are gradually entering the "aging" stage, and various forms of structural degradation inevitably occur. It can be seen that it is urgent to promote the management and maintenance of various types of bridges in service. However, for the designated traffic road network, although a large amount of precious data containing valuable structural information has been accumulated in the perennial structural inspection, there...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F17/50G06F16/28G06F16/215G06N3/04
CPCG06F30/20G06N3/045
Inventor 夏烨王鹏孙利民
Owner TONGJI UNIV
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