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lists. With the new Navigation pane in XI, you no longer need to use space within a dashboard frame for such lists. Instead, simply toggle the Navigation pane as you wish to see specific report folders or categories. 5. As shown in Figure 17-3, each frame can have its own caption on the Header or Footer. By default, this is the document name. 6. The borders indicate if you want a clear box drawn around each frame. 7. Click OK to close the Dashboard Properties dialog. 8. Define the content for the next frame. 9. Click Save in the upper-left corner to save your definitions. The dashboard is saved to your Favorites folder. To navigate to it at any time, click My InfoView from the Header panel.
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Brunner, G. W., Computer and Physical Modeling of Bridge Scour, ASCE Compendium of Papers on Stream Stability and Scour at Highway Bridges, 1998. Dumas, C. and J. Krolack, A Geotechnical Perspective: Design and Construction of Highway Bridge Foundation for Scour, Proceedings of First International Conference on Scour of Foundations, Texas A&M University, November 2002. Ettema, R., Flume Experiments on Abutment Scour, Hydroscience and Engineering, University of Iowa, Volume 1, Proceedings of First International Conference on Scour of Foundations, Texas A&M University, November 2002. Fotherby, L. M., Alternatives to Riprap for Protection Against Local Scour at Bridge Piers, Transportation Research Record, Vol. 1420, TRB, National Research Council, Washington, DC, 1993. Gao, D., Lilian Posada and Carl Nordin, Pier Scour Equations Used in China, ASCE Compendium of Papers on Stream Stability and Scour at Highway Bridges, 1998. Guidelines for Bridge Maintenance and Rehabilitation, by Secretary, U.S. Department of Interior, Washington, DC. Khan, Mohiuddin A., J. Zarriello and S. A. Baig, Stream Instability Study for New Jersey Bridges, Proceedings of First International Conference on Foundation Engineering, Texas A&M University. Klaassen, G. J. and K. Vermeer, Con uence Scour in Large Braided Rivers with Fine Bed Material, Proceedings of International Conference on Fluvial Hydraulics, Budapest, (1988). Kosicki, A. and H. Johanesson, The Challenges of Scour Prediction, Proceedings of First International Conference on Scour of Foundations, Texas A&M University, November 2002. Kumar, Virender, K. Raju and N. Vittal, Reduction of Local Scour Around Bridge Piers Using Slots and Collars, Journal of Hydraulic Engineering, Vol. 125, No.12, Federal Highway Administration, Washington, DC, 1999. Lagasse, P. F., P. L. Thompson and S. A. Sabol, Guarding Against Scour, Civil Engineering, 65(6), 1995, 56 59. Manual on the Use of Rock in Hydraulic Engineering, CUR/RWS Report 169, Centre for Civil Engineering Research and Codes, Balkema, Rotterdam, 1995. May, R. W. P., J. C. Ackers and A. M. Kirby, Manual on Scour at Bridges and Other Hydraulic Structures, Construction Industry Research and Information Association, London, 2002. May, R., Comparison of General Scour Prediction Equations for River Crossings, Proceedings of First International Conference on Scour of Foundations, Texas A&M University, November 2002. Maynord, S. T., Gabion-Mattress Channel-Protection Design, Journal of Hydraulic Engineering, Vol. 121 No. 7, Federal Highway Administration, 1995, pp. 519 522. McCorquodale, J. A. Cable-tied Concrete Block Erosion Protection, Proceedings of Hydraulic Engineering Conference, San Francisco, CA, 1993. Melville, B. W. and Anna Had eld, Use of Sacri cial Piles as Pier Scour Countermeasures, Journal of Hydraulic Engineering, Vol. 125, No. 11, Federal Highway Administration, 1999. Melville, B. W. and R. Ettema, Bridge Abutment Scour in Compound Channels, ASCE Compendium of Papers on Stream Stability and Scour at Highway Bridges, 1998. Melville, Bruce W. and Stephen E. Coleman, Bridge Scour, Water Resource Publications, LLC, Highlands Ranch, Colorado, 2000. Parker, Gary, Carlos Toro-Escobar and Richard L. Voigt, Countermeasures to Protect Bridge Piers from Scour, Users Guide and Final Report, NCHRP 24-7, National Cooperative Highway Research Program, Transportation Research Board, National Research Council, 1998. Pennsylvania Department of Transportation, 1993, Bureau of Design, Bridge Management System (BMS), Coding Manual, of ce version: Pennsylvania Department of Transportation Publication 100A. Procedures for Bridge Scour Assessments at Bridges in Pennsylvania, Open File Report 00-64, by Peter J. Cinotto and Kirk E. White (In cooperation with PENNDOT), U.S. Department of the Interior, U.S. Geological Survey, Lemoyne, PA 2000. Procedures for Estimating Scour at Bridge Abutments, Parts 1 and 2 Live Bed Scour and Clear Water Scour, Maryland State Highway Administration, ASCE Compendium of Papers on Stream Stability and Scour at Highway Bridges, 1998.
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Artistic Text, use the Text Tool. You have additional options for lines running under, over, and through selected characters. If, for example, you ve used the Character Formatting docker to put a Double Thin Underline beneath your text, you can remove this underline later using the Property Bar while character nodes have been selected using the Shape Tool. Character nodes appear black when selected (as shown in Figure 14-3); your cursor is a clear indication you re editing text, not an object path node, with the Shape Tool.
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when you select Edit while viewing a report. When you click the report name from the InfoView list, the HTML Interactive Viewer with formatting options launches only if this is set in your InfoView preferences, you have the appropriate permissions, and your deployment is using the JSP version of BusinessObjects XI.
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Unprecedented means of remote communication Now a user at a workstation in one office could communicate with a colleague or customer or supplier half way around the globe. With the advent of globalization, and communication applications such as e-mail, the importance of such communications became even more pronounced and productivity in the enterprise increased significantly.
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TABLE 22-5
Use HasValue to determine if count has a value.
able B-1 provides a complete listing of the various registered ports and private enterprise numbers (SNMP MIB) for Presentation Server.
Return an Array
Part I:
By default, all data from one object is assigned to the other using a bit-by-bit copy. (That is, an exact duplicate is created.) However, as you will see later, it is possible to overload the assignment operator so that customized assignment operations can be defined. Remember: Assignment of one object to another simply makes the data in those objects identical. The two objects are still completely separate. Thus, a subsequent modification of one object s data has no effect on that of the other.
LINQ is supported by a set of interrelated features, including the query syntax added to the C# language, lambda expressions, anonymous types, and extension methods. Lambda expressions are described in 15. The others are examined here.
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