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Here is sample output. (The addresses you see when you run the program may differ from those shown here, but the net effect will be the same.)

Now that microprocessors are available, more convenient gating periods are used. In the second method, a timed gating period of, say, 1 second, 1 minute, or 1 hour is used, and a calculation of BER is made from the accumulated totals. The advantage of this method is that it provides results that are compatible with the error-performance criteria discussed subsequently. The third method determines the gating period by counting sufficient errors (typically 100 or more) for statistically reliable results. Again, the processor calculates BER from the accumulated totals. This method can lead to very long gating periods with low BER values. For example, a system running at 100 Mbps with a BER of 10-12 would take nearly 12 days to accumulate 100 errors. The most commonly used method is the second, which calculates BER after a fixed, repetitive gating period. In this case, the variance in the result will continuously change, so it is normal to give some kind of warning if the variance exceeds generally acceptable levels. The most widely accepted level is 10 percent, i.e., an error count of at least 100 errors. In practical digital transmission systems, particularly those using radio propagation, the BER can vary substantially over time. In this case, the long-term mean value provides only part of the story. Communications engineers also are interested in the percentage of time the system under test is unacceptably degraded. This is called error analysis or error performance, which is discussed in section 26.3.3.

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Though several types of instruments are available, the three primary tools are inclinometers, settlement cells, and piezometers Inclinometers measure horizontal movement of soil Settlement cells measure the settlement of the soil supporting the embankment These instruments are installed near the original ground surface prior to placement of embankment ll As embankment ll is placed over the instruments and the supporting soils settle, the settlement cells measure the vertical movement of the underlying soils Piezometers measure the pore pressure within the soil The reaction of the pore pressure to ll placement provides an indication of stability and expected foundation soil movement Piezometers can show when pore pressures are dangerously high, which may halt construction When pressures are low enough, construction can continue or even speed up Piezometers and settlement cells can also be used to double check expected settlement..

equal_range fill and fill_n find find_end find_first_of find_if for_each generate and generate_n includes inplace_merge iter_swap lexicographical_compare lower_bound make_heap max max_element merge min min_element mismatch next_permutation nth_element

enum apple {Jonathan, Golden_Del, Red_Del, Winesap=10, Cortland, McIntosh};

Figure 26.19 The modern BER test set generates a large amount of information on errored events and calculates error performance measurements. This sample printout shows the type of data available.

Event EventNo EventDesc EventEstHrs EventBegTime EventEndTime EventRecurPeriod EventExpDate EventNumVols EventDateNeeded EventDateReq

As reported in literature, Table 2.3 from World Guide gives details of historic covered bridges built in timber or masonry with as many as 880 surviving in 30 states. Apart from a sense of aesthetics, the advantages are protection from deicing salts of the deck slab and deck joints and reduced thermal effects.

There are over 600,000 bridges in the U.S., and of those about 60 percent were constructed before 1970 when AASHTO code did not have a seismic design criteria. There are differences in seismic zoning and bridge architecture between the eastern and western U.S. In the Northeast for example, the majority of older bridges have steel girders, while the majority of California bridges use prestressed concrete superstructures.

18.1 Reversible Reactions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 137 18.2 Equilibrium . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 141 CHAPTER 19

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