System to evaluate structural behavior

Patent metadata

Field	Value
Publication number	US-12480967-B2
Application number	US-202117500093-A
Country	US
Kind code	B2
Filing date	Oct 13, 2021
Priority date	Oct 13, 2021
Publication date	Nov 25, 2025
Grant date	Nov 25, 2025

Abstract

Systems and methods include reception, for each of a first plurality of consecutive time periods, of an acceleration value associated with a first location of a structure, determination of a first value of a first indicator based on absolute values of the acceleration values, determination of a second value of a second indicator based on absolute values of differences of consecutive one of the acceleration values, determination of a first value of an index based on the first value and the second value, determination of a physical characteristic of the structure based on the first value of the first indicator and the first value of the index, and transmission of an alert based on the physical characteristic.

First claim

What is claimed is:

1 . A method comprising:
receiving, for each of a first plurality of consecutive time periods, an acceleration value associated with a first location of a structure supporting a roadway; determining a first value of a first indicator based on absolute values of the acceleration values; determining a plurality of pairs of consecutive-in-time acceleration values of the received acceleration values; determining differences between the acceleration values of each of the plurality of pairs of consecutive-in-time acceleration values; determining absolute values of the differences between the acceleration values of each of the plurality of pairs of consecutive-in-time acceleration values; determining a second value of a second indicator by determining a sum of the absolute values of the differences between the acceleration values of each of the plurality of pairs of consecutive-in-time acceleration values; determining a first value of an index based on the first value and the second value; identifying a structural fault of the structure based on the first value of the first indicator and the first value of the index; and in response to identifying the structural fault, activating a barrier on an end of the roadway to prevent traffic from entering the roadway.

2 . A method according to claim 1 ,
wherein determining the first value of the first indicator comprises determining a sum of the absolute values of the acceleration values.

3 . A method according to claim 2 , further comprising:
normalizing the absolute values of the acceleration values based on an average acceleration value, wherein determining the first value of the first indicator comprises determining a sum of the normalized absolute values.

4 . A method according to claim 1 , further comprising:
receiving, for each of the first plurality of consecutive time periods, a second acceleration value associated with a second location of the structure; determining a third value of the first indicator based on absolute values of the second acceleration values; determining a second plurality of pairs of consecutive-in-time second acceleration values of the received second acceleration values; determining second differences between the second acceleration values of each of the second plurality of pairs of consecutive-in-time second acceleration values; determining second absolute values of the second differences between the second acceleration values of each of the second plurality of pairs of consecutive-in-time second acceleration values; determining a fourth value of the second indicator by determining a sum of the absolute values of the second differences between the second acceleration values of each of the second plurality of pairs of consecutive-in-time second acceleration values; and determining a second value of the index based on the third value and the fourth value, wherein determination of the alert condition is based on the first value of the first indicator, the first value of the index, the second value of the first indicator, and the second value of the index.

5 . A method according to claim 4 , further comprising:
receiving, for each of a second plurality of consecutive time periods prior to the first plurality of time periods, a third acceleration value associated with the first location of the structure; determining a fifth value of the first indicator based on absolute values of the third acceleration values; determining a third plurality of pairs of consecutive-in-time third acceleration values of the received third acceleration values; determining third differences between the third acceleration values of each of the third plurality of pairs of consecutive-in-time third acceleration values; determining third absolute values of the third differences between the third acceleration values of each of the third plurality of pairs of consecutive-in-time third acceleration values; determining a sixth value of the second indicator by determining a sum of the third absolute values of the third differences between the third acceleration values of each of the third plurality of pairs of consecutive-in-time third acceleration values; and determining a third value of the index based on the fifth value and the sixth value, wherein determination of the alert condition is based on the first value of the first indicator, the first value of the index, the third value of the first indicator, the second value of the index, the fifth value of the first indicator, and the third value of the index.

6 . A method according to claim 1 , further comprising:
receiving, for each of a second plurality of consecutive time periods prior to the first plurality of time periods, a second acceleration value associated with the first location of the structure; determining a third value of the first indicator based on absolute values of the second acceleration values; determining a second plurality of pairs of consecutive-in-time second acceleration values of the received second acceleration values; determining second differences between the second acceleration values of each of the second plurality of pairs of consecutive-in-time second acceleration values; determining second absolute values of the second differences between the second acceleration values of each of the second plurality of pairs of consecutive-in-time second acceleration values; determining a fourth value of the second indicator by determining a sum of the second absolute values of the second differences between the second acceleration values of each of the second plurality of pairs of consecutive-in-time second acceleration values; and determining a second value of the index based on the third value and the fourth value, wherein determination of the alert condition is based on the first value of the first indicator, the first value of the index, the third value of the first indicator and the second value of the index.

7 . A system comprising:
a first accelerometer mounted to a first location of a structure supporting a roadway, the first accelerometer to generate, for each of a first plurality of consecutive time periods, an acceleration value associated with the first location; and a computing system to: determine a first value of a first indicator based on absolute values of the acceleration values; determine a plurality of pairs of consecutive-in-time acceleration values of the received acceleration values; determine differences between the acceleration values of each of the plurality of pairs of consecutive-in-time acceleration values; determine absolute values of the differences between the acceleration values of each of the plurality of pairs of consecutive-in-time acceleration values; determine a second value of a second indicator by determining a sum of the absolute values of the differences between the acceleration values of each of the plurality of pairs of consecutive-in-time acceleration values; determine a first value of an index based on the first value and the second value; identify a structural fault of the structure based on the first value of the first indicator and the first value of the index; and in response to the identification of the structural fault, activating a barrier on an end of the roadway to prevent traffic from entering the roadway.

8 . A system according to claim 7 ,
wherein determination of the first value of the first indicator comprises determining a sum of the absolute values of the acceleration values.

9 . A system according to claim 8 , the computing system further to:
normalize the absolute values of the acceleration values based on an average acceleration value, wherein determination of the fi

Assignees

• Sap Se

Inventors

• Hagen Arnulf
• Loefaldli Henrik
• Sverdrup-Thygeson Joergen
• Stranden Oeystein
• Skjaastad Ketil

Classifications

• G08B21/18

  Status alarms (G08B21/02 takes precedence) · CPC title

• G01P15/00

  Measuring acceleration; Measuring deceleration; Measuring shock, i.e. sudden change of acceleration · CPC title

• G01M5/0066

  by exciting or detecting vibration or acceleration (vibration testing of structures G01M7/00) · CPC title

• G01P1/06 Primary

  Indicating or recording devices, e.g. for remote indication (indicating or recording in general G01D; registering or indicating working conditions of vehicles G07C5/00) · CPC title

• G01M5/0008 Primary

  of bridges · CPC title