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to illustrate the exibility of the rational spline method in re ning the synthesized motion. The rise portion of a DRD motion program will be synthesized subject to the motion constraints in Table 5.6. In this example, splines of order k = 6 will be used (resulting in a cubic acceleration curve) and will provide three interior knots that may be selected to adjust the synthesized motion. The different combinations of interior knots and weight sequences used in this example are listed in the table. The kinematic properties of the synthesized motion are shown in Figs. 5.20 to 5.22. The displacement curve for the rst set of spline parameters ([W]1, [T]1) displays a dip near the end of the rise accompanied by a reversal in velocity and acceleration. The effect of changing the parameters is clearly indicated. The last set of parameters ([W]2, [T]2) yields
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The following causes of failures need to be recti ed: 1. For widened structures, differential settlements of new and old components in widening shall be considered. It is possible that the existing foundation has settled. New footings may need to be placed on piling or drilled shafts in an attempt to prevent differential settlement. The widened section should be designed so that superstructure de ection for the new and old deck is identical. 2. Scour analysis: Foundations need to be investigated for scour. The investigation consists of determining on what the substructures are founded and the foundation depth, and deciding whether potential scour will endanger the substructure s integrity. Local scour and stream meander need to be considered.
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Before you set up the master sites, configure your network and Oracle Net so both databases can communicate with each other. The following section illustrates how to set up master sites using Oracle Management API. Complete the following steps to set up the East.citrix.com master site. 1. Connect as SYSTEM at a master site at East.citrix.com.
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