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/* Display a software timer. */ #include <stdio.h> #include <conio.h> #define DELAY 128000 struct my_time { int hours; int minutes; int seconds; }; void update(struct my_time *t), display(struct my_time *t); void mydelay(void); int main(void) { struct my_time systime; systime.hours = 0; systime.minutes = 0; systime.seconds = 0; for(;;) { update(&systime); display(&systime); if(kbhit()) return 0; } } void update(struct my_time *t) { t->seconds++; if(t->seconds==60) { t->seconds = 0; t->minutes++; }
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3, Graph the curve as shown in Fig. 1-14.
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As the output shows, ob2 is a clone of ob1, but ob1 and ob2 are completely separate objects. Changing one does not affect the other. This is accomplished by constructing a new Test object, which allocates a new X object for the copy. The new X instance is given the same value as the X object in the original. To implement a shallow copy, simply have Clone( ) call MemberwiseClone( ) defined by Object. For example, try changing Clone( ) in the preceding program as shown here:
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The evaluation will include the type of deck overlay, rehabilitation, and replacement alternatives and will recommend deck sealing, rehabilitation, or replacement, based on the results of the deck analysis.
Check the Oracle or SQL Server configuration settings to ensure enough space is in the database to create the schema. Several megabytes should be enough space to create the schema. Check that all rollback segments are autoextending. These can be tuned after the database is created. Ensure that the user has rights to the database and can successfully communicate with the database server.
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(b) limx 0 e 2x 1 2x = 0 and limx 0 x 2 + x 6 = 0 so l H opital s Rule applies. Thus e 2x 1 2x 2e 2x 2 = lim . 5 x2 + x6 x 0 x 0 2x + 6x lim l H opital s Rule applies again to yield = lim 4e 2x = 2. 4 x 0 2 + 30x
The key point is that TwoDShape( ) is expecting a TwoDShape object. However, Triangle( ) passes it a Triangle object. As explained, the reason this works is because a base class reference can refer to a derived class object. Thus, it is perfectly acceptable to pass TwoDShape( ) a reference to an object of a class derived from TwoDShape. Because the TwoDShape( ) constructor is initializing only those portions of the derived class object that are members of TwoDShape, it doesn t matter that the object might also contain other members added by derived classes.
Most of the system identi cation process thus far is concentrated in three phases data acquisition, structural identi cation, and damage detection. The decision-making phase is left to the bridge engineer. In a recent study, Farshad Rajabipour and Jason Weiss linked health monitoring in concrete structures with durability performance simulations. Service life prediction models provide a useful and practical approach to estimating the durability that may be expected in concrete structures. For reliable performance predictions, these life cycle models require accurate material property inputs that describe the quality of the placed concrete. Remote sensors are installed both on bridge components and under the foundations. This may supplement condition evaluation of two-year cycle inspections to some extent. For timely action of repairs and retro t, the monitoring information from electronic devices needs to be accurate. The cost of equipment and additional engineering manpower would add to the cost of the project. Also, engineers need to be trained to interpret the results and implement any corrective action procedures. An integrated system for monitoring the condition of a bridge utilizes the following: Advanced sensing. Microprocessing. Wireless communication. Damage diagnosis methods. Speci cally, the following issues need to be addressed: Development of modular wireless vibration sensing, data acquisition, and processing units. Development of advanced structural damage assessment procedures. Environmental effects on experimentally obtained modal parameters. For sensor development in wireless technology, Micro Strain, Inc. has produced a micro data logging transceiver. The high-speed system enables wireless data collection from up to eight channels of sensor input. The sensors can be triggered to initiate data collection remotely or by any speci ed sensor exceeding a programmable threshold. Users can transmit data from 1000 unique sensors to one Web-based receiver, enabling massive amounts of data to be shared globally in real time. Such a system can save owners money when compared to installing and protecting electrical cable-based monitoring systems. Germany s Federal Institute for Material Research and Testing introduced the RoboSense project to produce a robotic tool. The system includes equipment such as impulse radar, impact-echo, cover meter, and cameras for visual inspection. Two climbing bigfoot-type robots that use vacuum feet for adhesion have been developed for the experimental approach. Working conditions include a temperature range of 0 to 50 Centigrade, 90 percent humidity, and wind speeds of up to 20 km/hour. Fiber optic smart sensors are both surface-mounted to the concrete and bonded to the deck reinforcing bars during the construction phase of a bridge. Static and dynamic testing of the bridge is performed using loaded trucks. A three-dimensional analytical nite element model of the bridge is developed, and its results are compared to the eld data. Various live load combinations, dynamic effects, and secondary loading effects are applied to the model. After some adjustments of the global boundary (restraint) conditions, the FEM model and the RHM system can be compared for correlation. The study helps in estimating the bridge behavior under heavy loads. The technology developed under this work will enable practical, cost-effective, and reliable maintenance of bridge structures.
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7. At the Create Session Policy window, click Create and then Close. The session policy CompanyEPA should now appear. 8. In the SSL VPN Policy Manager, under Configured Policies/Resources, expand Virtual Servers | SmartAccess. Drag the CompanyEPA policy onto the SmartAccess | Session Policies node. 9. Close the SSL VPN Policy Manager. Click Save to write the running Access Gateway configuration to disk. In order to link the newly created EPA scan and session policy to XenApp, complete the following steps: 1. Open the Access Management Console and publish Notepad.exe for the application that is to be available if our scan criteria are passed successfully. 2. Edit the access control properties of the Notepad application. 3. Change the connections allowed to Any connection that meets the following filters and then click Add. 4. In the Access Gateway Farm field, type in the name of your Access Gateway virtual server. In our example earlier we used the name SmartAccess. 5. In Access Gateway Filter, type CompanyEPA (the name of your conditional session policy). 6. Click OK. Click to clear Allow All Other Connections. 7. Click OK to finish the configuration. This will link up the XenApp farm to the Access Gateway s session policy. Now what do we do with it
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