Method for identifying spatial-temporal distribution of vehicle loads on bridge based on densely connected convolutional networks

A method for identifying spatial-temporal distribution of vehicle loads on a to-be-monitored bridge based on a densely connected convolutional network DenseNet, comprising the following steps:

• A. mounting cameras;
• A1. selecting the to-be-monitored bridge, determining a start position and an end position of the bridge, selecting a plurality of references between the start position and the end position of the bridge, establishing a coordinate system by adopting a span direction as an axle x, a bridge width direction as an axle y and the start position as an origin, and quantifying position information on the bridge;
• A2. mounting the cameras on the bridge to monitor the bridge;
• A3. acquiring real-time monitoring images of the bridge by using the cameras, intercepting a first frame of images, and marking time for the subsequent monitoring images by using time of the first frame of the images as a base point;
• and
• A4. analyzing the references on the images acquired in step A3 to determine actual positions of the references on the bridge;
• B. identifying vehicles by using the DenseNet;
• B1. collecting different types of vehicles from different directions by using the cameras, and classifying and marking characteristics of the vehicles such as shapes, colors and positions to obtain a vehicle database;
• B2. training the DenseNet based on the vehicle database in step B1;
• wherein the DenseNet is trained by a stochastic gradient descent (SGD) method to update weights of the DenseNet, to fit the characteristics of the vehicles on each image;
• distinguishing the shapes, colors and positions of the vehicles by using the DenseNet, and outputting data capable of representing the characteristics;
• and
• B3. identifying the monitoring images acquired by the cameras by using the trained DenseNet;
• C. acquiring a vehicle distribution at a moment;
• C1. transmitting the monitoring images at the moment to a computer;
• C2. analyzing the monitoring images by using the DenseNet trained in step B2, and determining actual positions of the vehicles on the bridge at the moment;
• C3. evaluating the characteristics and the actual positions of the vehicles on the bridge at the moment by using a Bayesian method;
• obtaining similarity of the characteristics in different images by using a log-likelihood ratio through an expectation maximization algorithm;
• and finally identifying different images of one vehicle in the vehicles on the bridge at the moment;
• and
• C4. combining position information identified as of the one vehicle in the vehicles on the bridge at the moment, and calculating an average value of final position results of the one vehicle in the vehicles on the bridge at the moment by using the monitoring images monitored by a plurality of the cameras to obtain the vehicle distribution on the bridge at the moment;
• D. acquiring the vehicle distribution on any section of the bridge;
• D1. In a period of time, repeating the step C at a specific interval to obtain the vehicle distribution of the bridge at the specific interval;
• D2. evaluating data of the images captured at adjacent moments by using the method of C3, and identifying the images of the one vehicle in the vehicles at different moments and positions of the one vehicle at a start moment and an end moment of the time period;
• D3. continuously monitoring the bridge to obtain a complete running situation of any vehicle on the bridge from entering a bridge range to leaving the bridge range, and extracting time when any vehicle passes through a target section of the bridge range;
• and
• D4. integrating the characteristics of the vehicles passing through the target section and time when the vehicles pass through the target section in D3 to obtain the vehicle distribution on the target section over time;
• and
• E. acquiring spatial-temporal distribution information of the vehicles on the bridge based on the extracted time and the target section;
• E1. establishing a spatial-temporal distribution map of the vehicles on the bridge based on the acquired spatial-temporal distribution information and according to the vehicle distribution on the bridge at one moment and the vehicle distribution on one specific section at different moments.