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The #if and #endif directives enable conditional compilation of a sequence of code based upon whether an expression involving one or more symbols evaluates to true. A symbol is true if it has been defined. It is false otherwise. Thus, if a symbol has been defined by a #define directive, it will evaluate as true. The general form of #if is #if symbol-expression statement sequence #endif If the expression following #if is true, the code that is between it and #endif is compiled. Otherwise, the intervening code is skipped. The #endif directive marks the end of an #if block. A symbol expression can be as simple as just the name of a symbol. You can also use these operators in a symbol expression: !, = =, !=, &&, and ||. Parentheses are also allowed. Here s an example:

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Basoz, N. and A. Kiremidjian, Prioritization of Bridges for Seismic Retro t, Technical Report NCEER95-00, Standford Univeristy, January 1995. Bridge Seismic Retro t Manual and Its Applications in Missouri Highway Bridges, Federal Highway Administration. Bridges and Structures Design Manual, 3rd Edition, New Jersey Department of Transportation, 1998. Chen W. F. and C. Seawthorn, Earthquake Engineering Handbook, CRC Press, 2003. Chopra, A. K. and R. K. Goel, Direct Displacement-Based Design: Use of Inelastic vs. Elastic Design Spectra, Earthquake Spectra, Volume 17, No. 1, February 2001. Chopra, A. K., Dynamics of Structures, Theory and Application to Earthquake Engineering, Prentice-Hall, 2nd Edition. Journal of Earthquake Engineering, Vol. 8, USA, 2004. Khan, M. A., Seismic Analysis of Bridge Substructures using AASHTO Code Methods, Structures Congress, 15th Analysis and Computation Specialty Conference, ASCE, Denver, Colorado, 2002. Leelataviwat, S. et al, Toward Performance Based Seismic Design of Structures, Earthquake Spectra, Volume 15, No. 3, August 1999. LRFD Speci cations for Highway Bridges, American Association of State Highway Transportation Of cials (AASHTO), 1998. LRFD Speci cations for the Design of Bridges, American Association of State Highway and Transportation Of cials, Washington, DC, 1998. Mackie, Kevin R. and Bo idar Stojadinovi, R-Factor Parameterized Bridge Damage Fragility Curves, Journal of Bridge Engineering, ASCE, July/August 2007. Manual for Railway Engineering, The American Railway Engineering and Maintenance-of-Way Association. Memari, A., H. Harris, A. Hamid and A. Scanlon, Seismic Column Reinforcement Study, Final Report, prepared for the Pennsylvania Department of Transportation, 2001. Practice of Earthquake Hazard Assessment (PEHA), Robin McGuire, International Association of Seismology, IASPEI, 1993. Pradeep, Kumar T. V and D. K. Paul, Force-Deformation Behavior of Isolation Bearings, Journal of . Bridge Engineering, ASCE, July/August 2007. Proceedings of International Conference on Earthquake Engineering, Lahore, 2006. Regulations for Seismic Design: A World List (RSD), International Association for Earthquake Engineering (IAEE), Tokyo, 1996.

In order to overcome these challenges, use Group Policy to redirect appropriate folders to minimize profile size, lock down the desktop environment, and eliminate inappropriate application features. Citrix user policies and published applications will be used to limit access to local resources, define shadow permissions, and control application availability. This can also be addressed using third-party products such as RES PowerFuse.

Figure 6-10

C/C++ has no bounds checking on arrays. You could overwrite either end of an array and write into some other variable s data, or even into the program s code. It is the programmer s job to provide bounds checking where needed. For example, make certain that the character arrays that accept character input are long enough to accept the longest input. Single-dimension arrays are essentially lists of information of the same type. For example, Figure 5-1 shows how array a appears in memory if it is declared as shown here and starts at memory location 1000:

bool Equals(string value, StringComparison comparisonType) int IndexOf(char value)

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