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One exception should be noted regarding the closure of a bidirectional channel. When an endpoint closes a forward logical channel, it also closes the reverse logical channel when the two are part of a bidirectional channel. Once all logical channels in a session are closed, then the session itself is terminated when an endpoint sends an EndSession command message. The receiving endpoint responds with an EndSession command message. Once an entity has sent this message, it must not send any more H.245 messages related to the session. Figure 4-17 provides an example of channel closure where one entity requests that the other close the channel, followed by the channel closure.
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Commonly used bridge management systems such as PONTIS rely on subjective visual ratings to determine bridge element conditions. Recent research suggests that integrating NDE with visual ratings provides more consistent and richer bridge condition data. A bridge management system must have a comprehensive bridge inventory that contains the number, type, size, and condition of each of the elements, the cost of maintenance and repair activities, and predictions for the future bridge conditions. An FHWA research project investigated the possibility that, by measuring the dynamic response characteristics of a bridge substructure, the condition and safety of the substructure and its foundation type (shallow or deep) may be determined. Determining bridge foundation conditions using dynamic response characteristics may be applied to quantify losses in foundation stiffness caused by earthquakes, scour, and impact events. Identifying bridge foundation type may be used to estimate bridge stability and vulnerability under dead and live load ratings, particularly for unknown bridge foundations. Of several protocols evaluated, Hilbert-Huang Transforms (HHT) showed the most promise for structural damage diagnosis. Further work using the HHT method is recommended. The results of this study will be of interest to those who are involved in nondestructive bridge condition assessment. Exploration of dynamic bridge substructure evaluation and monitoring systems by Olson (FHWA, 2005 Report # FHWA-RD-03-089) has shown that bridge foundation vertical stiffness is an appropriate indicator for the bridge condition evaluation, and it can be used to support BMSs in three ways: Inventory: Identi cation of a bridge foundation as either pile, pile with cap, or spread footing is possibly based on the bridge foundation vertical stiffness. Condition evaluation and monitoring: Changes in bridge foundation vertical stiffness over time and after major events such as earthquakes, oods, and ship impacts can be tied to the need for corrective action or closing or posting the bridge to protect users. Deterioration modeling: Historical data for a variety of bridge types help to assess the future costs and estimate the remaining service life of a bridge. According to the FHWA, dynamic bridge substructure evaluation and monitoring provide opportunities for improving bridge management systems. Measures of dynamic bridge foundation vertical stiffness or HHT results, or both, that identify downward frequency shifts indicating damage show: Monitoring bridge substructure conditions and assessing the remaining life of a bridge Assessing the effect of major events such as barge collisions, oods, and earthquakes on bridge substructure integrity Aiding the development of deterioration models for bridge substructures The role of NDE in BMSs suggests the desire to integrate dynamic testing results, including HHT results, with visual ratings data.
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For ampli er 2, F2 Substituting, F F1 F2 1 _______ G1 F3 1 _______ G1G2 10 and G2 10 (same as ampli er 1)
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In the if statements, the value of num is ANDed with 1. If bit zero in num is set, the result of num & 1 is 1; otherwise, the result is zero. Therefore, the if statement can succeed only when the number is odd. You can use the bit-testing capability of the bitwise & to create a program that uses the bitwise & to show the bits of a byte value in binary format. Here is one approach:
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When this situation occurs, there are two ways you can handle it. One way, as shown in the example, is to simply have the function report a warning message. While this approach can be useful in some situations, it will not be appropriate in most circumstances. For example, there may be virtual functions that simply must be defined by the derived class for the derived class to have any meaning. Consider the class triangle. It has no meaning if show_area( ) is not defined. In this case, you want some method to ensure that a derived class does, indeed, define all necessary functions. In C++, the solution to this problem is the pure virtual function. A pure virtual function is a function declared in a base class that has no definition relative to the base. As a result, any derived type must define its own version it cannot simply use the version defined in the base. To declare a pure virtual function, use this general form: virtual type func-name(parameter-list) = 0; Here, type is the return type of the function, and func-name is the name of the function. It is the = 0 that designates the virtual function as pure. For example, in the following version of figure, show_area( ) is a pure virtual function:
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