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1. In a word processor or plain text editor, copy some existing text to the clipboard; it
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This chapter discusses the following topics: Types of disasters and their impact on organizations Components of the business continuity and disaster recovery process Business impact analysis Recovery targets Testing business continuity and disaster recovery plans Training personnel Maintaining business continuity and disaster recovery plans Auditing business continuity and disaster recovery plans The topics in this chapter represent 14 percent of the CISA examination.
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There are various ways to create a new Task and start its execution. We will begin by first creating a Task using a constructor and then starting it by calling the Start( ) method. Task defines several constructors. Here is the one we will be using: public Task(Action action) Here, action is the entry point of the code that represents the task. Action is a delegate defined in System. It has several forms. Here is the form we will use now: public delegate void Action( ) Thus, the entry point must be a method that takes no parameters and returns void. (As you will see later, it is possible to specify an argument to Action.)
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The following is a brief timeline of events related to seismic design and retro t of bridges. 1983: AASHTO Guide Speci cations for the Seismic Design of Highway Bridges and Seismic Retro tting Guidelines for Highway Bridges FHWA RD-83-007 1987: Seismic Design and Retro t Manual for Highway Bridges FHWA IP-87-6 1991: AASHTO Seismic Design of Highway Bridges is incorporated into AASHTO Standard Speci cations NEHRP Horizontal Acceleration Maps adopted in AASHTO Seismic Speci cations FHWA Requests State DOT s for retro t plan of critical and eligible structures 1995: Seismic Retro tting Manual for Highway Bridges FHWA RD-94-052 issued The release of FHWA RD-94-052 in 1995 downgraded essential bridges from Seismic Performance Category B to C, necessitating the collection of more detailed bridge seismic vulnerability data. The progressive development of seismic codes for highway bridges may be summed up as: 1. The old code (AASHTO Division 1-A Speci cations, 1991). 2. Current codes (AASHTO Standard Speci cation for Highway Bridges, Sixteenth Edition,1996). 3. AASHTO LRFD 2007, Load Resistance Factor Design Speci cations for Highway Bridges. 4. Publications ATC 18/23, ATC 32, NCHRP Project 12-49, 2001 and NCHRP Report 472, 2002. In addition for railway bridges, 5. AREMA 2002 Seismic Design for Railway Structures, 9 published by American Railway Engineering and Maintenance-of-Way Association. The AASHTO Division I-A provisions were originally issued as a guide speci cation in 1983 and were subsequently incorporated with little modi cation into standard speci cations in 1991. The provisions contained in the AASHTO LRFD Bridge Design Speci cations are based on provisions and approaches carried over from Division I-A, Seismic Design, of the AASHTO Standard Speci cations for Highway Bridges (AASHTO, 1996). The seismic design LRFD code is similar to LFD, with only minor differences in the following aspects: Live loads Braking forces Return periods of earthquakes Load resistance Response modi cation factors.
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Like methods, properties are specified in an interface without any body. Here is the general form of a property specification: // interface property type name { get; set; }
This last limit is + . We therefore conclude that the improper integral diverges.
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The prototype for heapchecknode( ) is in <alloc.h>. This function is not defined by the ANSI/ISO C/C++ standard, and is specific to C++ Builder. The heapchecknode( ) function checks the status of a single node in the heap pointed to by ptr and returns one of these values:
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