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NL FR EN DE CZ | December 2006 |
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Dear eNews reader, |
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SCIA, the market leader in structural engineering? | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
The cape of 6000 licenses of the SCIA CAE software has been rounded last October; the majority of our customers is located in Europe (W. & E.), with a focus in the BeNeLux, Germany, Austria, Switzerland, France, Czech Rep., Slovak Rep.; yet an increasing number of customers is also found in other regions such as the U.K., Scandinavia, Serbia, Romania, Italy, Russia, U.S.A, India and Australia. Another evidence of the ongoing internationalisation: close to 100 projects from 13 countries compete in the ongoing SCIA User Contest 2007! In the coming year SCIA will focus on publishing its fundamental technological know-how. This technology acceptance goes together with the recovery of the Structural Engineering Community. Construction is up in many segments, be it in infrastructure, buildings or energy plants. The unification of the building codes (with the Eurocodes legally enforced between 2007 and 2010) and the introduction of B.I.M. (Building Information Modelling) solutions support the use of the SCIA software. We thank all SCIA customers for their contribution to our achievement and wish you all a successful, busy ‘end-of-the-year’ business! |
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Sneak Preview: Interoperability with SCIA•ESA PT 2007 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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SCIA continues its internationalisation on new markets | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
SCIA has just finished a training program for (new) partners. To this end, the company made a considerable effort with regard to investment and professionalism: the concept “SCIA Business Training Centre” is a fact. It consists in providing training, at the same time technical and commercial, to candidate partners of SCIA in order to help them to become very quickly effective and profitable on their own domestic market. The training has been spread over two months, partially given in Belgium and partially in the various countries. 28 people coming from 7 countries took part in it. Partnership contracts were signed in Greece, Turkey and in Croatia and others are still pending. Internal and external teams at SCIA gave the trainings and various assistance tools have also been developed for this purpose. Enthusiastic and trustful in their future successes, the partners ... more |
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Project: Electrabel Power Plant in Castelnou (Spain) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Engineering office: STENDESS n.v. (B) Type: Gas fired combined cycle power plant (800 MW) Location: Castelnou, Spain Contractor: CMI-group, Seraing, Belgium Total steel weight: ± 600 tonnes Dimensions: 18,5 m x 36,5 m x 65 m About Stendess Stendess can vouch for the total stability analysis of projects. Their approach covers the initial study through to the end project. With their in-house know-how in steel as well as concrete, the firm is able to offer full study packages for both materials. Thanks to its accumulated know-how and its advanced infrastructure, Stendess can follow up on cross-border projects in accordance with most standards and codes. Technical questions solved by ESA The challenge in this project was to design a low budget supporting steel structure for a gas fired combined cycle power plant which was situated in a seismic dangerous and high wind speed zone and of which the to be supported weight (± 2250 tonnes) was situated at a high level above the ground (± 30 m), which is very precarious in a seismic zone. The simulation of the seismic actions was done by static equivalent horizontal loads in accordance to the natural frequency of the structure. Finding the balance between a relatively low stiffness of the whole structure (in order to decrease the seismic impact) and a sufficient supporting structure with expectable ... more | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Tips & Tricks: Partial analyses of structures using layers in SCIA•ESA PT | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
During the analysis of large structures, it is often useful to divide the entire structure in several smaller parts for separate analysis and calculation. Or, for example, when a complete 3D dxf or dwg model is imported in SCIA•ESA PT, a selection can be made for which part of the structure has to be analysed. Using layers does the division of large parts in smaller subdivisions. Each layer can receive properties to indicate its goal. These properties can be appointed to the layers in the layer manager. Whether to make a layer visible or not is done by marking the property "Active". For excluding a certain layer from ... more |
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SCIA Group nv - Industrieweg 1007 - B-3540 Herk-de-Stad Tel: +32 13 55 17 75 - Fax: +32 13 55 41 75 |
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