Determination method and device of bridge reinforcing target bearing capacity
A bearing capacity and target technology, applied in the direction of measuring device, elasticity test, machine/structural component test, etc., can solve the problems of inaccurate high score, inaccurate random parameter model, too simple assumption, etc., to overcome simulation problems. The effect of too many times, shortening operation time, and avoiding waste of resources
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Embodiment 1
[0104] In one embodiment of the present invention, the vehicle parameters of 14 days are measured, and steps 506 and 508 are used to predict the vehicle load effect of 14 days according to the vehicle parameters of the first day, and the predicted value is compared with the actual measured value A comparison was made and the results were found to be basically similar. This shows that using steps 506 and 508 to obtain the maximum load effect value (load effect representative value) within a relatively long period has a small error and high accuracy. The specific process is as follows.
[0105] A simply supported girder bridge with a span of 60m was preliminarily observed to have a large number of overloaded vehicles passing by. It is necessary to calculate the vehicle load effect, and then conduct a comprehensive assessment of the safety of the structure and strengthen the bridge. In this embodiment, after the WIM system measured the passing vehicle data for 14 days, a total o...
Embodiment 2
[0122] In another embodiment of the present invention, by calculating the 14-day vehicle parameters measured by the WIM system, the maximum load effect characteristic value (load effect representative value) of T year is obtained, so that the load effect representative value can be used to determine the Where to reinforce the bridge. In this embodiment, the overload coefficient η is also proposed, and the management department can formulate more scientific decision-making for controlling overload according to the overload coefficient of each bridge.
[0123] After processing the 14-day traffic flow data measured by the WIM system, the steps are as follows:
[0124] (1) Load effect calculation and sample reorganization
[0125] First, calculate the maximum mid-span bending moment of each vehicle when passing through the bridge according to the influence line, and then calculate each 50 (namely N 0 =50) The maximum value of the mid-span bending moment was reorganized, and a to...
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