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Winner of more than 50 industry awards, VMware Workstation is recognized for its broad operating system support, rich user experience, a comprehensive feature set and high performance. VMware Workstation is designed for professionals that rely on virtual machines to get their job done.
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New Results in Numerical and Experimental Fluid Mechanics IX: Contributions to the 18th STAB/DGLR Symposium, Stuttgart, Germany, 2012
Author: Dillmann, A., Heller, G., Krämer, E., Kreplin, H.-P., Nitsche, W., Rist, U. | Size: 38 MB | Format:PDF | Quality:Original preprint | Publisher: Springer | Year: 2014 | Pages: 683 | ISBN: 9783319031576, 9783319031583, 3319031570
This book presents contributions to the 18th biannual symposium of the German Aerospace Aerodynamics Association (STAB). The individual chapters reflect ongoing research conducted by the STAB members in the field of numerical and experimental fluid mechanics and aerodynamics, mainly for (but not limited to) aerospace applications, and cover both nationally and EC-funded projects. By addressing a number of essential research subjects, together with their related physical and mathematics fundamentals, the book provides readers with a comprehensive overview of the current research work in the field, as well as its main challenges and new directions. Current work on e.g. high aspect-ratio and low aspect-ratio wings, bluff bodies, laminar flow control and transition, active flow control, hypersonic flows, aeroelasticity, aeroacoustics and biofluid mechanics is exhaustively discussed here.
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This part of ISO 12944 describes the types of paint and paint system commonly used for corrosion protection of steel structures. It also provides guidance for the selection of paint systems available for different environments (see ISO 12944-2) and different surface preparation grades (see ISO 12944-4), and the durability grade to be expected (see ISO 12944-1). The durability of paint systems is classified in terms of low, medium and high.
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Optimum corrosion protection of post-tensioning tendons has been a priority since the beginning of this technology. The temporary ban of grouted post-tensioning tendons in the United Kingdom, from 1992-1996, has initiated a review of all aspects related to durability of post-tensioning tendons. One of the UK conclusions of this review was to require encapsulation of the post-tensioning tendons into wear-resistant and leak-tight plastic ducts to serve as an additional corrosion protection barrier. Since that time, other countries have at least partially adopted similar approaches. Designs of these plastic ducts may vary significantly between different suppliers. In addition, experience with these systems is still relatively limited. Hence, these plastic ducts cannot be standardised at this time. Therefore, the former FIP Commission 2, and now fib Commission 9 Reinforcing and Prestressing Materials and Systems, has set-up a task group to prepare a fib report on corrugated plastic ducts for internal, bonded post-tensioning. This report is written as a guide for an approval process for such plastic ducts. It shall serve readers such as authorities, and engineers as a guide on how to set-up a formal state approval process for these ducts, or at least allow them to properly assess systems offered for a specific project.
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The former FIP Commission Prefabrication drafted the FIP Recommendations on the design of Precast prestressed hollow core floors, published by FIP in 1988 (Telford, London, ISBN 0-7277-1375-2). That document was highly appreciated by designers and public authorities because of the lack of guidance available elsewhere, especially with respect to some specific features of the product, for example the absence of transverse reinforcement. It has also served as a reference guide for national standards and especially for the CEN product standard on prestressed hollow core slabs.
During the production of that report it was felt that some design rules were incomplete or missing. In addition, research carried out since has resulted in complementary knowledge on the behaviour of hollow core floors, for example in combination with slender floor beams.
The present guide to good practice is intended to complement the existing recommendations. The research for the different items was carried out at Chalmers University of Technology (Sweden), Politecnico di Torino (Italy), VTT (Finland), University of Nottingham (United Kingdom), Building Research Institute (Poland), and the University of Rome (Italy).
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The enormous growth in scale and complexity of modern industrial facilities, and the associated increase in consumption of energy and raw materials, has put the environment under pressure in terms of depletion of basic resources and safety. Large-scale industrial accidents and severe pollution of the biosphere, as well as detailed analyses of hazard scenarios, have revealed the need for reconsidering currently used safety concepts. Among the many aspects involved in such a process of reconsideration, the protection of the environment is one of the important issues.
This report is the first of an intended series of three reports on structural protective systems against hazards. This first report deals with the nature and extent of the problem. Currently used safety concepts are briefly mentioned and evaluated. A survey of hazards and hazard scenarios further illustrates the weak points in traditional solutions. This evaluation reveals that the adoption of concrete structures can substantially enhance the safety of people and of the environment. Some examples of concrete protective structures are presented, showing the potentialities of concrete structures for reliable protection.
The material for this report has been brought together by a small group of experts from the chemical and the building industry, consultants, authorities and the academic world. The input of individual members consisted of active participation in meetings of the working group and corresponding membership. The working group was part of the former FIP Commission 8 Concrete Storage Vessel Systems. After the merger of FIP and CEB in May 1998, the work has been and will continue in the framework of fib Commission 3 Environmental Aspects of Design and Construction.
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