The Relational Data Model in Software
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#include <process.h> #include <conio.h> int main(void) { for(;;) if(getch()=='A') abort(); return 0; } The Blu-ray player has a total of 128 Player Status Registers (PSRs). These are 32-bit registers that hold information about the current state of the player, such as, the current audio language (PSR16), current chapter number (PSR5), and the current angle (PSR3). This enables content authors to use commands that track the state of the disc in order to influence the behavior. As an example, if a user navigates to a scene selection page on a popup menu, simply reading PSR5 and setting the button based on this parameter could highlight the chapter that is currently playing. PSRs are read-only registers and cannot be directly influenced. However, they can be set by special commands defined in the SetSystem group, such as, the SetNVTimer command which would influence PSR9 (Timer). Similarly, the SetStream command could influence PSR1 (Primary Audio), PSR2 (Subtitles), or PSR3 (Angle), depending on which streams are being set. Even though the total of 128 PSRs are available only about two-dozen of them are actually useful for the content author. The others are used for backup purposes, or are reserved for other uses (table 6.7). Table 6.7 Player Status Registers (PSRs) 9. Warren and Malvar used a falling weight de ectometer to assess structural conditions of reinforced concrete piers. Based on matching dynamic responses, de ected shapes from the FEM and testing results were compared and local stiffness and soft areas of the piers were determined. Automatic Dynamic Incremental Nonlinear Analysis (ADINA) system software was used for systematic changing of the stiffness parameters. This method was tested on a real bridge with timber piles in New Jersey. The geometry data was deemed suf cient to identify the effective stiffness of the piers and damaged areas. 10. Washington State DOT studied lateral load responses of a full-scale reinforced concrete bridge to investigate the seismic vulnerability of bridge piers. This study points out that the seismic design of pier columns in the 1950s and 1960s was not adequate to sustain displacements during earthquakes. This study concluded that the latest pier design was more suitable for earthquakes. 11. University of California, Berkeley developed a software program in 1996. BASSIN was developed for dynamic analysis of a bridge-abutment-back ll system that is subjected to traveling seismic waves. It can compute 3-D dynamic responses of an arbitrarily con gured bridge-abutment-back ll system induced by compression, vertical shear, horizontal shear, and surface waves with arbitrary wavelength, amplitude, and direction of incidence. _ _finally is an addition to the standard C++ exception handling mechanism. It is used to specify a block of code that will be executed when a try/catch block is left. It does not matter what conditions cause the try/catch block to terminate. In all cases, the _ _finally block will be executed. Next Page Previous Page
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