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Bridge designators

Figure 8.2 Crosslinkers containing a diol group in their cross-bridge design may be cleaved by oxidation with sodium periodate. Figure 8.2 Crosslinkers containing a diol group in their cross-bridge design may be cleaved by oxidation with sodium periodate.
Figure 3.8 (a) shows a simplified setup with an ultra fast digital control unit. The bridge design of the setup manages to emulate pulse trains of real memory devices as displayed in Figure 3.9. [Pg.62]

In the bridge design, a holdup reservoir in front of the reference capillary (C4) ensures that only pure mobile phase flows through the reference capillary when the peak passes the sample capillary (C3). This design offers considerable advantages The detector actually measures the pressure difference AP at the dif-... [Pg.17]

These requirements have been satisfied in the A.C. bridge designed for electrolytic conductance measurements by Jones and Josephs the second condition is met by making the two ratio arms (Ri and 7 4, Fig. 8) as nearly as possible identical in resistance and construction, so that any... [Pg.41]

In order to measure the conductivity of an electrolyte solution, a special cell is constructed in which the two electrodes of accurately known dimensions are placed at a known distance from one another (fig. 6.5). The electrodes are usually made of an inert material such as platinum. If a d.c. voltage is applied to such a cell, no current flows until a certain minimum value is reached. Below this minimum, no reactions occur at the electrodes, and the electrode solution interface behaves as a capacitor. When d.c. current flows, reactions occur at each electrode and ions move in the electrolyte solution. The nature of the reactions depends on the nature of the electrolyte but certainly the component ions are involved in these reactions. For this reason, d.c. experiments are not used in the precise determination of solution conductivity. On the other hand, if an a.c. voltage of low amplitude is applied to the cell, its conductivity may be determined in the absence of any net change in the composition of the solution. Traditionally, this experiment was carried out by making the conductance cell one arm of an a.c. Wheatstone bridge designed to measure resistance. [Pg.275]

The Forth Bridge, designed by Sir Benjamin Baker and opened in 1890, is perhaps the most impressive in existence. For centuries the traveller wishing to cross the Forth at its junction with the sea had been dependent on ferry-boats, and many a one had been overtaken by a gale which prevented his ever reaching the other side. In 1805 it was proposed to construct a double tunnel, some 15 feet wide, under the bed of the Forth, one tunnel for the comers and one for the goers as was quaintly explained but nothing came of it. [Pg.284]

Transportation Research Record 607 (1976) Bridge Design Testing and Evaluation. National Academy of Science, Washington, D.C., pp.83. [Pg.409]

Similar considerations of durability are made in guidelines from the UK Concrete Society (TR55 2000), by(fib-buUetin-14 2001), by the Japanese code (JSCE 2001) and by the latest version of the Canadian Highway Bridge Design Code (CAN/CSA-S6-00 2000). [Pg.89]

CAN/CSA-S6-00 (2000). Canadian Highway Bridge Design Code. Rexdale, Ontario, Canadian Standards Association. [Pg.124]

Bridge design flow-referenced capillary viscometer. See text for details. (Adapted from Reference 6 and used with permission from John Wiley and Sons, Publishers.)... [Pg.106]

Figure 2. Time-dependent reliability index for the bridge designed according to the Eurocodes. Figure 2. Time-dependent reliability index for the bridge designed according to the Eurocodes.
EN 1992-2. 2005. Eurocode 2 - Design of concrete structures - Part 2 Concrete bridges - Design and detailing rules. Brussels CEN. [Pg.1321]

Nowak, A.S. 1999.Calibration of LRFD Bridge Design Code. NCHRP Report 368. Transportation Research Board. [Pg.1321]


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See also in sourсe #XX -- [ Pg.32 ]




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