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AASHTOWARE OPIS Software for Bridge Design. AASHTOWARE VIRTIS Software for Bridge Rating. AASHTOWARE PONTIS Software for Bridge Management. American Iron and Steel Institute, Useful Information on the Design of Plate Structures, 1979 AREMA Manual for Railway Engineering, Vol. 2. Barker R. M. and J. A. Puckett, Design of Highway Bridges, John Wiley & Sons Inc., 1997. Brockenbrough, R. L. and Johnston, B. G., Steel Design Manual vs Steel Corporation. De ection Limitations of a Bridge: Proceedings of the American Society of Civil Engineers, American Society of Civil Engineers, J. Struct. Div., 84, Rep. No. ST 3, 1958. Evaluating Scour at Bridges, Federal Highway Administration, HEC-18, Washington, DC, 2001. Fountain, R. S. and C. E. Thunman, De ection Criteria for Steel Highway Bridges, Proceedings of the AISC National Engineering Conference, New Orleans, LA, 1987. Guide Speci cations for Design of FRP Pedestrian Bridges, American Association of State Highway and Transportation Of cials, 2008. Guide Speci cations Thermal Effects in Concrete Bridge Superstructures, American Association of State Highway and Transportation Of cials, Washington, DC, 1989. Inspection of Fracture Critical Bridge Members, Federal Highway Administration, Washington, DC, 1999. Khan, Mohiuddin, Ali, Elastic Interaction of Floors and Frames, Master of Philosophy thesis, University of London, 1968. LRFD Bridge Design Speci cations, 4TH Edition, American Association of State Highway and Transportation Of cials, Washington, DC, 2007. Manual for Condition Evaluation of Bridges, 2nd Edition, American Association of State Highway and Transportation Of cials, Washington, DC, 2000. Movable Bridge Inspection, Evaluation, and Maintenance Manual, American Association of State Highway and Transportation Of cials, Washington, DC, 1998. NBIS Code of Federal Regulations, 23 Highways Part 650 Subpart C. NHI Bridge Coatings Inspection Course, National Highway Institute. NHI Fracture Critical Inspection Techniques for Steel Bridges Course, National Highway Institute. NHI Stream Stability and Scour at Highway Bridges Course, National Highway Institute. Oehler, L. T., Bridge Vibration Summary of Questionnaire to State Highway Departments, Highway Research Circular, Highway Research Board, No. 107, National Research Council, Washington, DC, 1970. Park, Sung H., Bridge Inspection and Structural Analysis: Handbook of Bridge Inspection, S. H. Park, Trenton, NJ, 1980. Park, Sung H., Bridge Rehabilitation and Replacement (Bridge Repair Practice), S. H. Park, Trenton, NJ, 1984.
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The writing process discussed in this book works. Use it regularly and your communications will be more likely to succeed. While the steps may seem a bit cumbersome at rst, through practice they will become second nature, like driving a car. In the beginning the steps, procedures, techniques, and models will need to be consciously summoned; over time, they ll become automatic, like breathing you won t think about using them because the process will have become so easy and natural. Until you re able to use the process seamlessly, you may need to review some of the tools, such as the principle of FURY or the Matrix of Persuasion, while others, such as the Empathy Index or calculating average sentence length, may be more easily assimilated. But before you know it, using all the tactics described in this book will seem innate, a skill you won t be able to recall not having. As you become more comfortable with the tools you ve learned in this book, you ll discover that in addition to improving the quality of your writing, the writing process itself requires less time. In the midst of a busy workday, you ll be able to organize your thoughts, get a draft on paper, and revise it for clarity quickly and with con dence. Your communications will inspire, persuade, in uence, and motivate.
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turning the steering wheel left causes the car to go left no matter what type of steering is used. The benefit of the uniform interface is, of course, that once you know how to operate the steering wheel, you can drive any type of car. The same principle can also apply to programming. For example, consider a stack (which is a first-in, last-out list). You might have a program that requires three different types of stacks. One stack is used for integer values, one for floating-point values, and one for characters. In this case, the algorithm that implements each stack is the same, even though the data being stored differs. In a non-object-oriented language, you would be required to create three different sets of stack routines, with each set using different names. However, because of polymorphism, in C# you can create one general set of stack routines that works for all three specific situations. This way, once you know how to use one stack, you can use them all. More generally, the concept of polymorphism is often expressed by the phrase one interface, multiple methods. This means that it is possible to design a generic interface to a group of related activities. Polymorphism helps reduce complexity by allowing the same interface to be used to specify a general class of action. It is the compiler s job to select the specific action (that is, method) as it applies to each situation. You, the programmer, don t need to do this selection manually. You need only remember and utilize the general interface.
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8.4.1 Assessing access port usage and reliability
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Bringing Out the Best in Yourself at Work: How to Use the Enneagram System for Success by Ginger Lapid-Bogda (McGraw-Hill, 2004).
One last point: It is legal to have partial generic classes. However, the type parameters of each partial declaration must match the other parts.
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4: Scorecards and Key Performance Indicators
CHAPTER 3:
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( ( x 2 + y 2 ) xy dp = hik4 ) (Dpi )k .
The output from the program is shown here:
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