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12: Delegates, Events, and Namespaces
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Although quite new, SIP has already established itself as the way of the future for signaling in VoIP networks. Its strengths include the fact that it is far simpler than H.323 and is therefore easier to implement. Its simplicity, however, belies its flexibility and power. It can support all the features that are already supported by traditional telephony networks and more besides. In fact, SIP is the protocol of choice for the evolution of thirdgeneration wireless networks, where it is expected that SIP-based mobile devices will become available and SIP-based network elements will be introduced within mobile networks. As we shall see in the next chapter, SIP also fits very well with those protocols used for media gateway control and, as such, forms part of the overall architecture known as softswitch.
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Facilities containing computing and network equipment need to be kept clean, with dirt, dust, and debris kept to a minimum. While computer rooms do not need to be kept clean to the same extent as clean rooms (facilities that manufacture disk drives and computer chips), they do need to be regularly cleaned to prevent the buildup of dust, dirt, and other particles that will clog filters and get inside computers and network devices, shortening their life span.
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By default, the system creates ports for all discovered client printers during login or reconnects and deletes them at logout. The style of port created depends on the state of the CTXPRN_CREATE_LEGACY_CLIENT_PRINTERS flag. If any of these flags are set, the default port creation and deletion behavior is modified as follows: CTXPRN_CREATE_BOTH_STD_AND_LEGACY_CLNTPRN_PORTS Instead of creating either legacy style or standard port names, both types of ports are created. CTXPRN_CREATE_PORTS_FOR_AUTOCREATED_CLNTPRNS_ONLY Creates ports only as needed for autocreated printers, rather than for every discovered client printer.
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Once you have defined an attribute class, you can attach the attribute to an item. An attribute precedes the item to which it is attached and is specified by enclosing its constructor inside square brackets. For example, here is how RemarkAttribute can be associated with a class:
1. Why would you want to use a color-change test to distinguish between
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Design was based on an alternative analysis of continuous girders using LRFD software. Merlin-DASH and STLRFD software consider straight continuous spans. Since girder curvature is not sharp, any approximation in initially neglecting curvature is applicable equally to all alternates. Doing independent nite element studies using DESCUS software for three types of framing is time consuming and is not warranted. A comparative study of de ections and maximum stresses, using both STLRFD and DESCUS software for the LRFD method, was made. The preliminary study was carried out using a single continuous girder analysis. The preferred alternate was also designed in detail using the University of Maryland DESCUS Program for Curved Bridges.
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The retro tting of bridge structures is primarily to prevent loss of life due to collapse of bridges in large seismic events. It is much less expensive to repair hinges than it is to replace the entire structure. The most destructive earthquake failure mode for bridges is the unseating of in-span hinges. The second most seismically vulnerable aspect of a bridge is the columns. These members hold the structure up and if they shear or are weak in exure, the structure may also experience a catastrophic failure. Other retro ts such as in- ll walls, catcher blocks, foundation work, etc. will be considered. The use of cable restrainers as a primary means of resisting seismic forces is not permitted. 1. The seismic retro t design of existing highway structures shall follow the guidelines of the FHWA publication titled Seismic Retro tting Manual for Highway Bridges currently numbered as FHWA-RD-94-052, May, 1995. 2. Highway structures shall be retro tted to SPC B earthquake. Evaluating vulnerability ratings: Structural component vulnerability ratings are determined at different seismicity levels, consistent with the range of anticipated seismic activity. The need for retro t is based on other considerations, including: Component seismic vulnerability ratings Inspection report showing overall condition of bridge Live load rating. Currently, bridges retro tted to Caltran s (California Department of Transportation) standards are designed to survive a seismic event of the same magnitude as that used for new design. Emphasis is placed upon ensuring that any sustained damage is repairable and that collapse is prevented. In general, the Japanese program bears a number of similarities to that adopted by Caltran. Bridge retro t in Japan: Japan began retro tting bridges in the 1970s, at about the same time as Caltran s Phase I retro t program began. The scale of the Japanese program was a great deal larger than that of Caltran s program, with several billion dollars spent on seismic retro t during the 1970s and 1980s. The brunt of this effort was directed toward the installation of restrainers across movement joints and increasing seat lengths (similar to Caltran s Phase I) followed by column retro tting. Structural components: The scope of work is as follows, 1. Upgrading existing bridges to meet new seismic criteria Screening of seismically de cient bridges is required. Priority of repairs needs to be established. Only bridges with higher Importance Factor will have top priority. 2. Retro tting bridges damaged in an earthquake There are three categories, including:
__________ 12.0 __________ __________ __________ 0.7 __________ __________ __________ __________ __________ __________ __________ 0.1 __________ 3.5 __________ __________ __________ 9.8 __________
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A preposition + a noun modifying a verb is equivalent to an adverb:
two calls to sample s destructor try to free an already released piece of dynamic memory, but they may also damage the dynamic allocation system in the process. The key point to understand from this example is that when an object is returned from a function, the temporary object holding the return value will have its destructor called. Thus, you should avoid returning objects in which this situation can be harmful. One solution is to return either a pointer or a reference. However, this is not always feasible. Another way to solve this problem involves the use of a copy constructor, which is described next.
CHAPTER 3 Applications of the Derivative
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