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Set GPR value (from a constant, GPR, or PSR) Exchange the values in two GPRs Add a value (constant or GPR) to a GPR Subtract a value (constant or GPR) from a GPR Multiply a GPR by a value (constant or GPR) Divide a GPR by a value (constant or GPR) The remainder of dividing a GPR by a value (constant or GPR) Set the GPR to a random number between 1 and a value (constant or GPR) The bitwise product of a GPR and a value (constant, GPR, PSR) The bitwise sum of a GPR and a value (constant, GPR, PSR) Exclusive or a GPR and a value (constant, GPR, PSR) Set a specific bit in a GPR Clear a specific bit in a GPR Zeros are shifted in low order bit in GPR Zeros are shifted in high order bit in GPR

During longer shaking of loose saturated sand deposits, increased pore pressure (u) becomes equal to the overburden stresses ( n) and the ground may lose its shearing strength resulting in settlements and tilting of structures Loss of strength during cyclic loading occurs in clays also, but loss of strength does not occur until after large strains have developed

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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 67) Table 67 Player Status Registers (PSRs)

1 Retro t priorities are de ned in FHWA Seismic Retro tting Manual for Highway Bridges and will depend upon: Structural vulnerability (Some components are more vulnerable than others, such as girder connections, bearings, seat width, piers, abutments, and soils) Seismic and geotechnical hazards Importance factor 2 The rating system: The quantitative part consists of the seismic rating (bridge ranking) and is based on the structural vulnerability or seismic hazard The qualitative part consists of an overall priority index consisting of importance factor, remaining useful life, non-seismic de ciencies and redundancy

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The primary goal of seismic retro tting is to minimize the risk of unacceptable damage during an earthquake Damage is unacceptable if it results in the collapse of all or parts of the bridge or loss of use of this vital transportation route Bearings, sliding plates, and anchor bolt nuts may exhibit moderate to severe rust and material loss The old approach for continuous girders was to provide two lines of bearings on each pier It is important that all bearings allow movement during a seismic event and therefore will require regular maintenance At the time of original old bridge constructions, there were no seismic criteria in effect Hence, it is important to analyze the seismic vulnerability of bridge using three-dimensional nite element software, such as SAP 2000 or ADINA in order to minimize the risk of: Structural damage Loss of life Collapse of all or part of bridge Loss of use of a vital transportation route (essential route)

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