20.01.2015 Views

Structural Health Monitoring Systems - Cowi

Structural Health Monitoring Systems - Cowi

Structural Health Monitoring Systems - Cowi

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

9<br />

Event control system<br />

The system will consider as an Event<br />

every signalling of anomaly, breakdown,<br />

accident, unforeseen event,<br />

intrusion, sabotage that generate an<br />

alarm, as well as all planned<br />

activities that influence the Work’s<br />

safety, traffic or durability.<br />

The management of particularly<br />

serious events, such as earthquakes,<br />

calamities, human actions, etc., will<br />

provide the information concerning<br />

the evaluation of consequences and<br />

the planning of intervention,<br />

evacuation, coordination, etc.<br />

In the following some examples on<br />

event control is shown<br />

High Wind Events<br />

Whenever the aerodynamic pressure<br />

on a vehicle is calculated to be<br />

above the acceptable limits for<br />

different classes of vehicles an alarm<br />

will be flashed to the operator on<br />

the SCADA room wall screen and<br />

the Traffic <strong>Monitoring</strong> <strong>Systems</strong><br />

manager’s screen.<br />

Information concerning the actual<br />

aerodynamic pressure can be<br />

computed based upon real time data<br />

collected by the SMS. The aerodynamic<br />

pressure will be calculated<br />

for:<br />

• Aerodynamic pressure on vehicles<br />

and wagons on bridge (for<br />

standard classes of vehicles)<br />

• Aerodynamic pressure on the<br />

bridge deck<br />

• Aerodynamic pressure on the<br />

bridge structure<br />

Weather Alarm<br />

Operational Status Monitor: Meterological <strong>Monitoring</strong><br />

North Road Girder<br />

Wind anemometer<br />

Rain gauge<br />

Water veil<br />

Rail Girder<br />

Air temperature<br />

Surface humidity<br />

South Road Girder<br />

Wind anemometer<br />

Rain gauge<br />

Water veil<br />

Event Management Initiates Automatically<br />

Alarm wind speed > limit<br />

North Road Girder<br />

Wind anemometer<br />

South Road Girder<br />

Wind anemometer<br />

Traffic information Alarm personel Weather forecast<br />

Simulation and prediction monitor: Weather simulation<br />

Windspeed<br />

25 m / s<br />

20 m/<br />

s<br />

15 m/<br />

s<br />

10 m/<br />

s<br />

Measurement<br />

Prediction<br />

Events:<br />

Close bridge<br />

Reduced speed<br />

Close for light vehicles<br />

Warning<br />

Event 1 Event 2 Time<br />

Update: - Bridge servicibility level update based on predictions<br />

- Information to relevant autorities and regional traffic information<br />

- SMS service to frequent bridge users<br />

Weater Status Monitor: Wind Speed Distribution<br />

5,0<br />

Hourly Mean Transverse Wind Speed [m/s]<br />

Minute Gust Transverse Wind Speed [m/s]<br />

6,8<br />

5,1<br />

6,7<br />

8,3<br />

9,5<br />

Wind<br />

6,9<br />

8,3<br />

9,2<br />

11,4<br />

Weather Status Monitor: Wind Rose<br />

5,2<br />

7,2<br />

5,7<br />

7,7<br />

6,2<br />

8,3<br />

5,8<br />

7,9<br />

No event<br />

Warning<br />

Alarm<br />

<strong>Structural</strong> Weather Correlation Monitor:<br />

Wind Induced Sectional Forces<br />

5,2<br />

7,1<br />

9,1<br />

6,8<br />

5,0<br />

5,0<br />

7,9<br />

8,2<br />

6,8<br />

7,0<br />

9,4<br />

11,1<br />

Hourly Wind Speed and Direction at Midspan (Period 1. Aug. 2011 - 21. Feb. 2012, 10:00)<br />

350 0 10<br />

340<br />

20<br />

Wind Evolution During<br />

330<br />

30<br />

Last 7 Hours:<br />

320<br />

40<br />

9:00 to 10:00<br />

310<br />

50<br />

8:00 to 9:00<br />

7:00 to 8:00<br />

300<br />

6<br />

60<br />

6:00 to 7:00<br />

5:00 to 6:00<br />

4:00 to 5:00<br />

290<br />

4<br />

70<br />

3:00 to 4:00<br />

280<br />

2<br />

80<br />

270<br />

260<br />

250<br />

240 8m/s<br />

120<br />

110<br />

90<br />

100<br />

Girder Transverse Bending Moment<br />

Girder Midspan Sectional Forces at Extreem Windeyent<br />

SILS Design Capacity<br />

ULS Design Capacity<br />

SLS2 Design Capacity<br />

SLS1 Design Capacity<br />

SLS1 Wind Speed<br />

SLS2 Wind Speed<br />

ULS Wind Speed<br />

SILS Wind Speed<br />

Aerodynamic<br />

Stability Limit<br />

40 44 47 54 60 75<br />

Hourly Mean Transverse Wind Speed at Midspan<br />

Event on Feb. 3, 2012<br />

(wind speed > 44 m/s)<br />

20:00 - 21:00<br />

19:00 - 20:00<br />

18:00 - 19:00<br />

17:00 - 18:00<br />

16:00 - 17:00<br />

15:00 - 16:00<br />

14:00 - 15:00<br />

230<br />

10m/s<br />

130<br />

220<br />

12m/s 140<br />

210<br />

150<br />

200 160 Bridge Orientation<br />

190 180 170

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!