VSH Turòa nad Bodvou - Nemetschek Scia

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Project: Bicyclist and pedestrian bridge “Het Domein” Type: Cable stayed mixed concrete-steel bridge Location: Houten (Utrecht), The Netherlands Construction firm: Welling Architect: Grontmij N.V. Engineering office: Ingenieursbureau STENDESS N.V., Lovendegem, Belgium Contractor: S3C/ Zuid Nederlandse constructie en apparatenbouw, Heyningen, The Netherlands Total steel weight: ± 65 tons Total length: 50 m Building period: 2005 Short description of the project Because of the growing number of inhabitants, the village of Houten there was, the need to create new living areas. For this reason several suburbs were built in the form of leafs around the centre of Houten. These suburbs are separated by water. To guarantee an easy access between these suburbs a ‘bicycle and pedestrian bridge’ was needed. The bridge can be described as a cable stayed mixed concrete-steel bridge. Circular transverse beams connected to an asymmetrical pylon by cables support a mixed concrete-steel bridge deck. The bridge deck is curved. The asymmetrical pylon and the curved shape of the deck give, in combination with cables, a dynamic character to the bridge. The asymmetrical pylon represents the “gate” to the suburbs. Use of ESA-Prima Win Description of technical questions to be solved with ESA-Prima Win. Both for the dimensioning of the bridge in the traffic situation as well as for the erection engineering of the bridge, ESA-Prima Win was used. From the point of view of engineering this project was very challenging. First, there was the fact that the bridge deck was mixed concrete-steel. This implied a deck calculation in several stages with different stiffness factors and the calculation of cracked-uncracked concrete. The possibility of calculating mixed sections and the use of graphical sections by ESA-Prima Win was a big advantage. Secondly, there was the limitation of the reactions on the bridge end supports. Also here ESA-Prima Win proved its possibilities. Thirdly, there was the simulation of the realistic behaviour of the cables. The cables were simulated as classic bars, but with the Emodules of the tension bar material in relation to the inclination of the tension bars they were considered as cables with a fictive Emodulus. Because the linear calculations resulted in compression in the tension bars a non-linear calculation was needed. In the fourth place, it was necessary to perform a second order calculation for the check of asymmetrical pylons based on a stability calculation. Fifthly, for the erection engineering the different construction stages had to be examined and a severe erection manual for the mounting of the cables was needed. This was necessary to achieve the theoretical form of the bridge deck. And last but not least, the dynamic behaviour of the bridge had to be checked. Description of how our experience with ESA-Prima Win proved its completeness • Dimensioning a 3D structure consisting of different materials (steel, concrete) • The possibility of using and combining the results of ESA-Prima Win in a flexible way. • The possibility of calculating mixed concrete-steel sections. • The possibility of calculating graphical sections. • The possibility of using tension only elements for the modelling of the cables. • Stability calculation and second order calculations. • Checking the dynamic behaviour of the structure by calculating the ownvalues of the structure. This project proves the great diversity of ESA-Prima Win in checking the structure and the use of materials. Used modules: • Base • 3D frame • Dynamics • Steel code check (NEN) • Stability • Physical non linear conditions Bicyclist and pedestrian bridge Because of the growing number of inhabitants in the village of Houten there was the need to create new living areas. For this reason several suburbs were built in the form of leafs around the centre of Houten. These suburbs are separated by water. To guarantee an easy access between these suburbs a ‘bicycle and pedestrian bridge’ was needed. The bridge can be described as a cable stayed mixed concrete-steel bridge. Circular transverse beams connected to an asymmetrical pylon by cables support a mixed concrete-steel bridge deck. The bridge deck is curved. The asymmetrical pylon and the curved shape of the deck give, in combination with cables, a dynamic character to the bridge. The asymmetrical pylon represents the “gate” to the suburbs. Bicyclist and pedestrian bridge “Het Domein” 101
3 CAE Civil Works Unger Stahlbau GmbH Address Steinamangererstraße 163 • 7400 Oberwart (AT) Telephone +43 3352/33524-0 Fax +43 3352/33524-15 Contact Herr Ing. Bernd Mühl Email office.at@ungersteel.com Website www.ungersteel.com Unger – der führende Spezialist für maßssgeschneiderte Stahlbau-Projekte Unger Stahlbau GesmbH, mit der Unternehmenszentrale in Oberwart und 17 Niederlassungen weltweit, zählt seit 20 Jahren zu den führenden Anbietern im Stahlhochbau und bei schlüsselfertigen Lösungen. In der Unternehmenszentrale in Oberwart, wo die Fertigung der Stahlkonstruktionen mit einem modernst ausgestatteten Maschinenpark erfolgt, sind derzeit 300 Mitarbeiter beschäftigt. Der Jahresumsatz beträgt über 150 Millionen Euro, das jährliche Unternehmenswachstum rund 15%. Pro Jahr werden auf internationalen Märkten vom russischen Kasan im Osten bis nach Dubai im Süden über 30.000 Tonnen Stahl verarbeitet. Die Referenzen von Unger spiegeln die breite Angebotspalette wider: Produktionsstätten und –anlagen, Büro- und Verwaltungsgebäude, Sport- und Freizeitanlagen, Parkhäuser, Hotels, Einkaufszentren, Hochhäuser und vieles mehr. Used software • SCIA•ESA PT, ESA-Prima Win 102 SCIA User Contest 2007 • Category 3 • CAE Civil Works Konzernzentrale der Pappas Automobil AG in Salzburg
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CAD Architecture CAD Engineering SC
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Copyright © 2007 SCIA Group Intern
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2 Table of content Foreword . . . .
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4 Table of content GBD ZT GmbH . .
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WINNER NOMINATIONS 6 Category 2: CA
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WINNER NOMINATIONS 8 Category 4: CA
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10 Introduction of the internationa
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1 CAD Architecture Georges & Theis
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1 CAD Architecture ACTE 1 s.a. Arch
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1 CAD Architecture Atelier d’Arch
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1 CAD Architecture SIA s.a. Address
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1 CAD Architecture ADEM Address Pla
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1 CAD Architecture Architekturstudi
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1 CAD Architecture Fachhochschule F
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1 CAD Architecture Georges & Theis
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40 Building bridges in the construc
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2 CAD Engineering PT Baja Engineeri
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2 CAD Engineering ADEM Address Plac
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2 CAD Engineering DECOMO Address 96
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2 CAD Engineering Witteveen+Bos Add
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Page 70 and 71: Category 3 3CAE Civil works (ESA) 6
Page 72 and 73: Le projet concerne la reconstructio
Page 74 and 75: Bouw van een museum Het ontwerp, va
Page 76 and 77: Project: Bridge ‘Olsene’ across
Page 78 and 79: When the Dutch Municipality of Utre
Page 80 and 81: In general „Universo“ is a mult
Page 82 and 83: Introduction to the project The inc
Page 84 and 85: Introduction L’étude menée dans
Page 86 and 87: Author: Ing. Ach. Rudolf Kruliac, I
Page 88 and 89: In General The block of flats “OB
Page 90 and 91: Die Realisierung des Zentralen Omni
Page 92 and 93: A steel-cage construction of seven
Page 94 and 95: Introduction The CS underground sta
Page 96 and 97: Inleiding De zuidelijke randweg is
Page 98 and 99: Inleiding Deze opdracht heeft als b
Page 100 and 101: Project Controlestudie van de opwaa
Page 102 and 103: The goal of this pedestrian bridge
Page 106 and 107: Bauherr: Pappas Georg Automobil AG
Page 108 and 109: Introductie Het gebied rond rioolwa
Page 110 and 111: 4Category 4 CAE Buildings (ESA) 107
Page 112 and 113: Architect‘s vision The new underg
Page 114 and 115: Maitrise d’ouvrage : Syndicat Mix
Page 116 and 117: Introduction au projet En 2003, pou
Page 118 and 119: The regional indoor stadium of Lié
Page 120 and 121: Na de allesvernietigende brand op 3
Page 122 and 123: Le calcul présenté s’inscrit da
Page 124 and 125: Administration building realized by
Page 126 and 127: Il s’agit de la construction d’
Page 128 and 129: In general „PARK ONE“ is an off
Page 130 and 131: Cette opération consiste à transf
Page 132 and 133: General information Customer : Bakb
Page 134 and 135: Description du projet Construction
Page 136 and 137: The mission of the structural engin
Page 138 and 139: The mission of the structural engin
Page 140 and 141: Projektbeschreibung In 2006 hat die
Page 142 and 143: Schihalle mit 330 m Länge, 80-135
Page 144 and 145: Technical data of the project This
Page 146 and 147: Technical data of the project This
Page 148 and 149: Technical data of the project: This
Page 150 and 151: Short list Client: Hevo bouwmanagem
Page 152 and 153: Projektbeschreibung Durch die Einf
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Projekt Die Firma HERMA erweitert I
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Inleiding Het huidige gebouw van Ut
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The New Street Square site is an is
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Les spécifications • Surélévat
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Les spécifications Longueur : 39,0
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This landmark residential developme
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This mixed use development in South
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Inleiding Voor de Vrije Universitei
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Gebouw Onderhoudsloods voor de simu
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Promatrani projekt obuhvaæa obliko
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Project: Covering of cinders’ box
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Zo ook is Volvo Cars Gent één van
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Greenpartners uit Sint-Katelijne-Wa
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Algemeen Euralille is een urbanisat
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Algemeen Fides Petfood, onderdeel v
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At the old Philipssite in Leuven a
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Project Details Location: Elm Road,
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Introduction At the moment, the com
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Project Description The outdoor aco
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5Category 5 CAE Special projects (E
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Project data Height: ± 22 m Overha
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Analysis of the Atrium Steel Struct
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The presented project is about the
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Introduction The various judicial s
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Conception Le projet consiste à co
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En outre, l’ensemble du site est
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Introduction This project is includ
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Der Schwarzaubach ist ein Teileinzu
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Projektbeschreibung Für den Neubau
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Data Délka bazénu 7400mm, šíøk
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Ce projet date du début de l’ann
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Introduction The aim of this projec
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Type: Arched bridge Location: Schaa
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De brug werd voor het eerst in dien
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Member of the Nemetschek Group User
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VSH Turòa nad Bodvou - Nemetschek Scia

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