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In that signature verification technology and its related underpinnings have been actively studied and developed for nearly three decades, it is arguably a mature technology. Being reasonably mature, however, does not mean that
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There are several methods of structural evaluation of a bridge (rating). Both theoretical and physical methods are being used: 1. Live load rating based on LRFR methods. 2. Non-destructive static tests (such as placing sand bags with known loads). 3. Moving load tests and eld observations (using calibrated vehicles): Structural capacities and loadings are used to analyze the critical members and determine the appropriate load rating. Load rating by load testing may be feasible in special cases such as: When analytical results provide a posting or operating rating factor 1, but the bridge is otherwise showing no visual signs of distress When construction plan records for the bridge are not available When the bridge is of a special type that cannot be analytically rated. Load testing is performed by driving a truck of known axle weights over a bridge. Stresses are then measured in the load-carrying members with strain gauges and specially designed data analysis equipment. These axle weights and actual measured stresses are used to calibrate the computer input data. 4. Live load vehicles vary in intensity (Table 5.3), such as: First level standard vehicles (HL-93). Second level legal loads: AASHTO or state speci ed legal trucks are used. Weigh stations are common on important routes in the U.S. to ensure that no posted weight is exceeded. Third level permit loads: Permit vehicles are two to three times heavier than HL-93. Permits are issued for a limited number of crossings or for the whole year. Heavier vehicles need to be escorted. For complex bridges or those with non-structural members, evaluation of combined performance may not be accurate. The performance of existing components such as girders needs to be checked against different levels of live loads and rated using a common rating factor. 5. Using engineering judgment: For bridges with no engineering plans available, it is not easy to eld measure and evaluate every structural detail. Stone masonry and concrete bridges provide problems since reinforcing, prestressing, or encased steel details are not obvious. A balance needs to be maintained so that load estimates are not rated too high (for safety) or too low (to disallow use by permit vehicles). A criteria needs to be developed based on engineering judgment and experience. Alternatively, expensive NDT techniques can be applied. Computation methods using theoretical vehicles are the least expensive.
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/* Illustrate assigning function pointers to overloaded functions. */ #include <iostream> using namespace std; // Output count number of spaces. void space(int count) { for( ; count; count--) cout << ' '; }
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servers as well as any health risks, such as the status of Terminal Services, the XML service, the IMA service, and logon/logoff cycles. When you enable Health Assistant on the farm, by default, the tests will run on all the servers in the farm. If you wish to disable a specific server from running the tests (the data collector, for instance, because it does not serve up applications), this can be done manually through the Access Management Console. An example of the use of Health Assistant is when a server s IMA service is down. Most monitoring software can detect that the service is unavailable and can e-mail you, but cannot take action to prevent user issues. Citrix, however, prevents the downed service from interfering with user productivity by detecting the failed service and redirecting users to another server using server load-balancing. Each server in the farm has the Health Check Agent (HCA), which runs the preconfigured tests and reviews the health of the server. When a test fails, the server can take action to correct the problem and log the event in the server s event logs.
Ratios: Key Performance Indicators
CERTIFICATION OBJECTIVES
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7. Connect sensors to security cabling with this type of two-wire sensor, it doesn t matter which lead is spliced into which wire. 8. At the control panel, the following connections are made:
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