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When a new technology is developed, developers are usually faced with two primary options for protecting the unique aspects of it. In some cases, filing a patent is the right choice. The benefit of patenting is that it grants the inventor or patent owner control of the invention for up to almost 20 years. The main catches for the inventor are that the details of the invention must be published and that after the patent expires the invention essentially becomes public domain. Of course, reverse engineering of patented technologies doesn t make any sense because the information is publicly available anyway. A newly developed technology that isn t patented automatically receives the legal protection of a trade secret if significant efforts are put into its development and to keeping it confidential. A trade secret legally protects the developer from cases of trade-secret misappropriation such as having a rogue employee sell the secret to a competitor. However, a product s being a trade secret does not protect its owner in cases where a competitor reverse engineers the owner s product, assuming that product is available on the open market and is obtained legitimately. Having a trade secret also offers no protection in the case of a competitor independently inventing the same technology that s exactly what patents are for.

Allowable Stress Design (ASD) sometimes called Working Stress Design (WSD) has been the traditional design basis in civil and mechanical engineering for over a century. Working stress design attempts to ensure that loads acting upon a structure or foundation do not exceed some allowable limit, often taken to be the limit of elastic resistance. Typically, the level of assurance that loads do not exceed this allowable limit is re ected in a factor of safety on the ratio of allowable to predicted loads, stresses, or other demands. The safety factor commonly used in ASD is not the central safety factor discussed in earlier chapters that uses the ratio of expected resistance to expected load, but the nominal safety factor that uses some higher than expected value of load and some lower than expected value of resistance. That is, the load might be taken as that value with an exceedance probability of, say, 0.05; while the resistance might be taken as that value with an exceedance probability of, say, 0.95.

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0040151C 0040151E 00401523 00401526 0040152B 0040152C 0040152E 00401531 00401534 00401535 00401537 00401539 0040153C 00401540 00401541 00401542 00401543 00401544

Reliability and Statistics in Geotechnical Engineering Gregory B. Baecher and John T. Christian 2003 John Wiley & Sons, Ltd ISBN: 0-471-49833-5

JMP SHORT ZoneLock.00401535 CALL <JMP.&CRTDLL.rand> MOV EDI,DWORD PTR SS:[EBP+8] MOV ECX,1A CDQ IDIV ECX ADD EDX,61 MOV BYTE PTR DS:[EDI+ESI],DL INC ESI CMP ESI,EBX JLE SHORT ZoneLock.0040151E MOV EAX,DWORD PTR SS:[EBP+8] MOV BYTE PTR DS:[EAX+ESI],0 POP EDI POP ESI POP EBX POP EBP RETN

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This generates some kind of random data (with the random seed taken from the current tick counter). The buffer length is somewhat random; the default length is 5 bytes, but it can go to anywhere from 2 to 8 bytes, depending on whether rand produces a negative or positive integer. Once the primary loop is entered, the function computes a random number for each byte, calculates a modulo 0x1A (26 in decimal) for each random number, adds 0x61 (97 in decimal), and stores the result in the current byte in the buffer. Observing the resulting buffer in OllyDbg exposes that the program is essentially producing a short random string that is made up of lowercase letters, and that the string is placed inside the caller-supplied buffer.

The geological uniqueness of individual construction sites, along with the demand for economical design, caused the geotechnical community at a very early stage in the development of the eld to adopt Limit State Design (LSD) Limit state design rather than being based on allowable stresses, is based on predictions how designs actually perform near failure Failure in this meaning is typically taken either as ultimate failure (collapse) or as conditions affecting serviceability (eg excessive deformation) Although limit state design has become widespread in modern structural codes, in fact, geotechnical design led the civil engineering profession in the move toward performance-based design Limiting equilibrium approaches to the design of slopes, deformation-based approaches to the design of underground openings, and plasticity criteria for the foundations of offshore structures are all examples of limit state design in traditional geotechnical practice.

Notice how the modulo in Listing 8.5 is computed using the highly ineffiecient IDIV instruction. This indicates that the Trojan was compiled with some kind of Minimize Size compiler option (assuming that it was written in a high-level language). If the compiler was aiming at generating high-performance code, it would have used reciprocal multiplication to compute the modulo, which would have produced far longer, yet faster code. This is not surprising considering that the program originally came packed with UPX the author of this program was clearly aiming at making the executable as tiny as possible. For more information on how to identify optimized division sequences and other common arithmetic operations, refer to Appendix B.

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