## Abstract Numerical calculations of the forces involved in Ekman layer flow past threeβdimensional topography are presented. The forces are obtained from finiteβdifference solutions of the NavierβStokes equations. The results confirm expectations from earlier twoβdimensional work that many flows
Security-by-contract on the .NET platform
β Scribed by Lieven Desmet; Wouter Joosen; Fabio Massacci; Pieter Philippaerts; Frank Piessens; Ida Siahaan; Dries Vanoverberghe
- Publisher
- Elsevier Science
- Year
- 2008
- Tongue
- English
- Weight
- 827 KB
- Volume
- 13
- Category
- Article
- ISSN
- 1363-4127
No coin nor oath required. For personal study only.
β¦ Synopsis
Over the last few years, the success of GPS-enabled PDAs has finally instigated a breakthrough of mobile devices. Many people now already have a device that can connect to the Internet and run untrusted code, typically a cell-phone or PDA. Having such a large interconnected and powerful computing base presents some new security issues. In order to counter new threats, the traditional security architectures need to be overhauled to support a new and more flexible way of securely executing mobile code. This article describes the concept of security-by-contract (SxC) and its implementation on the .NET platform. This new model allows users to guarantee that an untrusted application remains within the boundaries of acceptable behavior, as defined by the user herself. A number of different techniques will be presented that can be employed to enforce this behavior.
In order to support the SxC paradigm, some new steps can be introduced in the application development process. In addition to building an application, developers can create an application contract and securely bind this contract to the application. The application deployment process supports legacy applications developed without such contracts, but it can support more advanced enforcement technologies for those applications that are SxC-aware.
π SIMILAR VOLUMES
The scattering of long gravitational waves by a floating elastic plate is investigated using linear shallow-water theory. For a plate of arbitrary shape, the solution of the problem is reduced to a system of boundary integral equations. Using the example of a rectangular plate, the solution obtained