Monumento 11M, Madrid

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1 Monumento 11M, Madrid Type of structure: Monument Owner/Client: City of Madrid, RNFE Expected completion 2007 Scope of SBP work is the conceptual design, detailed design Architect Estudio FAM Madrid Diameter approx. 8 m Height approx. 14 m The outer layer of the 11-meter-tall monument is constructed of approx massive glass blocks. The glass blocks are connected with adhesive joints into a freely developed form. The internal layer is made of vacuum stabilized ETFE foil with printed sentences on it. Schlaich Bergermann & Partner

2 Allianz Arena - Munich, Sailer Stepan & Partner

3 Stadium Durban, South Afrika (for 2010) / 3 Schlaich, Bergermann & Partner

4 Stadium TORINO, Italy - Design Schlaich, Bergermann & Partner

5 ASTRA Tower, Hamburg

6 Metro Athens, Greece

7 Enlargement Metro Station Marienplatz, Munich

8 La Aceña arch-gravity dam, Spain Investigation report on the analysis of its elastic behavior / 8

9 Tunnel Boring Machine ZERNA Ingenieure / 9

10 Dam KOZJAK, Skopje, Macedonia

11 NordLB, Hannover - Pfefferforn & Partner, Stuttgart

12 Project: Phaeno (Volkswagen) Science Center, Wolfsburg Consultant: Adams Kara Taylor, London Comment: SOFiPLUS modelling

13 Project: Rondo Onz Building Consultant: HOCHTIEF Consult Comment: Construction Stages, Parametric Modelling

14 Porthsmouth Harbour Tower, UK (Spinnaker Tower) Leonhardt, Andrä & Partner

15 Frank O. Gehry Sculpture, New York - SBP, Stuttgart

16 Reichstag Dome, Berlin Dome German Reichstag, Berlin - Leonhardt, Andrä & Partner

17 Facade Department Store "Peek&Cloppenburg", Cologne - Knippers Helbig Ingenieure, Stuttgart

18 Roof - DG-Bank, Berlin - Schlaich, Bergermann & Partner

19 Project: Lehrter Bahnhof (Rail Station), Berlin Consultant: Schlaich Bergermann + Partner, Germany Comment: TH 3rd Order, Construction Stages, Fire design

20 Palacio de Comunicaciones Courtyard Roof, Madrid Type of structure: Freeform glazed grid shell Owner/Client: City of Madrid Expected completion 2007 Scope of SBP work is the conceptual design, detailed design Architect: Arquimatica, Madrid Dimensions of the roof 100 x 45 m Height approx. 8 m Roof surface 2800 m² The free-formed glass roof covers the Courtyard of the Palacio de Comunicaciones in Madrid. The building used to be the main post office of Madrid and will now be the new town hall of the City of Madrid. Due to the irregular layout of the courtyard a triangular mesh solution for the roof was the most suitable approach and using the idea of the hanging structures. The horizontal cable net that braces the edge beam takes all horizontal reactions of the roof. As a result, mainly vertical reactions are transmitted into the old building. LANIK, San Sebastian

21 Swimming Stadium Balcon al Mar Valencia Type of structure: 2-layer, insulated membrane roof supported by grid shells Owner/Client: AUMSA / Ajuntament de Valencia Expected completion 2007 Scope of SBP work is the conceptual design, detailed design Architect: Areas Ingenieria Y Architectura S.L., Valencia Roof over Swimming Pool - 99 m x 67m Roof Surface approx m² Roof over Diving Pool 38m x 67m The two pools at the new swimming complex in Valencia are to be spanned by grid shells. The covering of the grid shell is achieved by a double-shelled roof construction. This consists of two layers of PTFE fibreglass membrane, with a layer of transparent thermal insulation in the space between. Every second arch of the primary construction is elevated. Valley cables run between these arches, giving the outer membrane (PTFE glass) its folded appearance.

22 Pabellón de Estado at the airport of Madrid Type of structure: Double membrane roof, glazed facade Owner/Client: AENA Completed: 2005 Scope of SBP work is the conceptual design, detailed design, site supervision Architect: Richard Rogers Partnership, Madrid & Estudio Lamela, Madrid Dimensions 87 x 25 m Height approx. 10 m Membrane area approx m² The Pabellón de Estado" at Madrid Barajas airport provides a terminal for guests of state. The passage way between the two facility wings is covered by an apparently floating double layer membrane roof, supported by a minimized curved steel structure. Three self-supporting glass facades and a suspended glass roof provide the perfect and most transparent envelope for the central hall.

23 Pedestrian bridge Weil am Rhein Footbridge Award Winner 2008 Category: Technical long span LAP, Berlin / Feichtinger Architects, Paris

24 The Cieza Viaduct - PONDIO, Madrid

25 Bridge Maslenica, Croatia - IPZ, Zagreb

26 Project: Darava Bridge, Vipava Bridge Consultant: Ponting, Slovenia Comment: Construction Stages, Post-Tensioning

27 Svinesund Bridge Norway / Sweden - Bilfinger Berger AG

28 Taiwan "High Speed Train" - Hochtief Construction AG

29 Pedestrian Bridge Kehl-Strassbourg (Germany/France) - Leonhardt, Andrä & Partner

30 Bridge River WOLIN, Poland / 30 Transprojekt - GDANSK

31 Bridge "Rijeka Dubrovacka" - Dubrovnik, Croatia

32 Bridge Krka, Croatia Structural design: University of Zagreb

33 Analysis of Cooling Towers

34 / 34 Zaragoza Bridge Pavilion EXPO 2008

Post Tensioning Awards 2009

Post Tensioning Awards 2009 Post Tensioning Awards 2009 Project Summary Type of structure Location Architects Structural Engineer Residential with leisure suites including Swimming pool, Cinema, Virtual Golf, Wine Cellars, and Parking

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