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Earthquake Engineering Research - HKU Libraries - The University ...

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604<br />

<strong>The</strong> Smart Monitoring System (SMS) was developed by the Bridge <strong>Research</strong> Center at the <strong>University</strong><br />

of Illinois for IDOT under the title Development and Installation of a Permanent Health Monitoring<br />

Station for the South-Bound Kishwaukee Bridge. This paper describes the following aspects of the<br />

monitoring system that were developed as a part of this project: capabilities, sensors and locations, and<br />

analysis. <strong>The</strong> analysis of data obtained from the installed system reveals the health condition of the<br />

bridge between December 2001 to March 2002. <strong>The</strong> system consists of a rack-mount UNIX-based PC<br />

(top rack) which controls a multi-function data acquisition card and modem. Signal conditioning<br />

modules and anti-aliasing filters are contained in a separate enclosure (lower rack). <strong>The</strong> diagram of<br />

SMS was shown in Figure 1.<br />

Bridge Computer Station<br />

Software Functions<br />

1 Process<br />

J Diagnostic<br />

Algorithms<br />

Hardware Functions<br />

, Acquisition<br />

•decimated data stream<br />

updated hourly<br />

•inferred bridge status<br />

updated daily<br />

UIC Computer Station<br />

Hardware Functions<br />

Software Functions<br />

temperature<br />

iocal strains<br />

crack displacements<br />

acceleration (freq.)<br />

video snapshots<br />

IDOT<br />

Computer<br />

Station<br />

• system status<br />

• video frames<br />

• daily monitoring status<br />

• low-bandwidth data<br />

available in spreadsheet<br />

format<br />

Wired<br />

Ethernet<br />

Standard<br />

Windows<br />

PC<br />

Fig. 1 Schematic Diagram of Smart Monitoring System<br />

<strong>The</strong> objectives of Smart Monitoring System (SMS) are to monitor and evaluate the structural health<br />

status for Kishwaukee River Bridge, and to provide information for facilitating the inspection and<br />

maintenance activities. <strong>The</strong> SMS can collect and preprocess the raw data of structural responses such<br />

as strain, crack opening displacement and acceleration, in order to:<br />

1) Characterize the temperature influence on strain, crack opening displacement, and acceleration.<br />

2) Characterize the traffic-related inputs and responses.<br />

3) Establish the global frequencies of the structure.<br />

4) Provide the information on presence and extent of crack growth and state of shear reinforcement in<br />

the web.<br />

5) Provide the global information useful for FEM model updating (important for damage sensitivity).<br />

6) Locate regions that require more in-depth scrutiny through diagnostic tests and determine<br />

additional locations that require continuous monitoring.<br />

7) Provide information that will aid the owner and maintenance authority to make rational decisions<br />

when assigning the maintenance and repair budget.<br />

2 DESCRIPTION OF THE BRIDGE AND SENSOR LOCATIONS

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