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Database characteristics: persistent, interrelated, and shared. * Features of database management systems (DBMSs). Nonprocedural access: a key to software productivity. Transaction: a unit of work that should be processed reliably. Application development using nonprocedural access to specify the data requirements of forms and reports. Procedural language interface for combining nonprocedural access with a programming language such as COBOL or Visual Basic. Evolution of database software over four generations of technological improvement. Current emphasis on database software for multimedia support, distributed processing, more powerful operators, and data warehouses. Types of DBMSs: enterprise, desktop, embedded. Data independence to alleviate problems with maintenance of computer programs. Three Schema Architecture for reducing the impact of database definition changes. Client-server architecture for using databases over computer networks. Database specialist roles: database administrator and data administrator. Information resource management for utilizing information technology.
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IPv6 enables extension headers to be placed between the fixed header and the actual data payload. With one exception, these header fields are not acted upon by intermediate nodes and are only considered at the destination node. Recall that the IPv6 header contains a field called Next Header, which is used to indicate the type of payload carried in the IP datagram (and therefore to what upper-layer protocol the packet should be passed at the destination node). For example, if the value in the header is 6, the protocol identifier for TCP, then the payload is a TCP packet and the overall datagram would appear as shown in Figure 2-24.
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The Planning Server is a large product by itself, yet is represents just one of the three main pillars of PerformancePoint Server 2007. Planning Server was created to allow organizations to more easily manage the budgeting and forecasting processes, which are often tedious, complex procedures. PerformancePoint Server seeks to ameliorate the process by providing a strong security model that focuses users on just what they can do. This is achieved first by defining an approval process that flows though the system, so that changes are submitted to the approver automatically and once approved, changes flow into the system. Finally, it s achieved by taking the new data and integrating with the other pieces of PerformancePoint Server. This means that the budget and forecast data can be used as the targets in the monitoring module, so that KPIs can be comparing actual data against the budget submitted through the planning module. When users perform analysis, they can examine the variances between the actual performance and the expectations set forth during the business planning process. As can be seen by the length of this chapter, there is significant work involved in setting up the Planning Server and creating models. Once this work is done, however, the process is designed to be as simple as possible for end users. The use of Excel as the front end for entering data for the Planning server allows users to work in a familiar environment, and the form templates can leverage the full power of Excel to apply business rules as necessary. Having a centralized Planning server enforces standards on the planning process across the entire business as well.
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WORKPLACE BEHAVIORS Are af rming, approachable, and facilitative Like clear, structured processes and details Can be passive-aggressive when pressured Avoid con ict with others Blend and merge energetically code 128 barcode
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FIGURE 23-2 Multiple tables appear when the SELECT statements do not have the same GROUP BY.
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Figure 19.3c Calculating the peak and RMS phase error and the frequency error. The phase error trace has two ingredients: slope and roughness. A best-fit straight line is used to calculate the slope. The slow change of phase across the burst, shown by the dotted line, is removed from the phase error calculation and expressed separately as frequency error. The remaining phase error trace, shown by the jagged line, is summarized by calculating its peak error and RMS error.
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Standard Speci cation for Curing Concrete, American Concrete Institute, Committee 308, 1998, Farmington Hills, MI. Guide to Curing Concrete, American Concrete Institute, Committee 308, 2001, Farmington Hills, MI. Guide to Shotcrete, American Concrete Institute, Committee 506, 1995, Farmington Hills, MI. Guide for Selecting Application Methods for the Repair of Concrete Surfaces, International Concrete Repair Institute, Guideline No. 03731, 1996. Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, and Membranes, International Concrete Repair Institute, Guideline No. 03732, 1997. Surface Preparation for Repair of Deteriorated Concrete Resulting from Reinforcing Steel Corrosion, International Concrete Repair Institute, Guideline No. 03730, 1995.
33.2 10.0 23.7
Figure 5-7: The AIN model
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