VSH Turòa nad Bodvou - Nemetschek Scia

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The New Street Square site is an island site encompassing Bartlett Court and Pembroke Row in the north-south extremities and in the east-west extremities Printer Street and New Fetter Lane respectively. The structural concept for the above site is divided into two sections: Section 1 Sub-structure including Ground Floor Level, also called the Podium Deck. Section 2 Superstructure which generally comprises 4 No. office buildings and a service building New Street Square creates an impact on its surroundings rising boldly and with innovation to replace a cluster of post-war office blocks. It comprises five blocks of contemporary buildings, each with its distinctive characteristic complemented by a series of landscaped walkways. For centuries in this part of the area the commercial impact has been large and it has been a stronghold of the legal profession, but now it will also be open to retail and provide a new focal point incorporating culture, entertainment and shopping to attract even more people. This entry is focusing on 6 New Street Square, also referred to as Block A, which is the tallest of the five blocks with 17 storeys and faces onto the square with its dramatic and graceful architectural features. The building offers a total of 195,000 square feet of premium office accommodation. Sustainability has been central to the design of the development with the holistic concept of social, economic and environmental sustainability guiding many of the key decisions. Although designed to the current Building Energy Regulations, the scheme aspires to approach the new regulations with an improvement of 15% in energy efficiency over the current target requirements. The main difficulties during this project were the existing retaining wall, existing pile foundation and the water pressure. It was a challenge to design new pile foundations for the entire job to avoid a clash with the existing. It required geotechnical expertise to utilize the capacity of the existing foundation as much as possible and to incorporate it into the new design. The requirement of large spans resulted in the use of post-tensioned slabs. The SCIA software was used to undertake a global stability analysis and produce a preliminary design report. It was particularly important to gain knowledge about slab deflections, which was impressively easy to obtain by using the program. With regards to the flat slab design at ground floor level the SCIA software was useful to evaluate Bending moment diagrams and reinforcement requirements for both ultimate and serviceability limit state design. Detailed punching shear checks and designs were carried out using spreadsheets, which determined shear stressed around column supports. These stresses obtained were compared to results obtained from hand calculations. Using this approach provided a very reliable process of checking the design and evaluating the most economic structure. The results obtained from the software have always been checked against manual calculations to check the validity of the output. Overall the program was a useful tool to have in order to enforce and ensure the correctness of manual hand calculations by incorporating the finite element approach. High-Rise RC Building in New Street Square, London New Street Square creates an impact on its surroundings rising boldly and with innovation to replace a cluster of post-war office blocks. It comprises five blocks of contemporary buildings, each with its distinctive characteristic complemented by a series of landscaped walkways. For centuries in this part of the area the commercial impact has been large and it has been a stronghold of the legal profession, but now it will also be open to retail and provide a new focal point incorporating culture, entertainment and shopping to attract even more people: Bars and Clubs: Match and St. John Culture: Somerset House and Barbican Centre Hotels: Renaissance and Waldorf Hilton Restaurants: - Gaucho Grills and Rudland and Stubbs 6 New Street Square, also referred to as Block A, which is the tallest of the five blocks with 17 storeys faces onto the square with its dramatic and graceful architectural features. The building offers a total of 195,000 square feet of premium office accommodation. 2,3 New Street Square have been let by Deloitte. 5 and 6 New Street Square are available to let. Sustainability has been central to the design of the development with the holistic concept of social, economic and environmental sustainability guiding many of the key decisions. Although designed to the current Building Energy Regulations, the scheme aspires to approach the new regulations with an improvement of 15% in energy efficiency over the current target requirements. High-Rise RC Building in New Street Square, London 155
4 CAE Buildings Profil du Futur Address 8, rue de Fortschwihr • 68 180 Horbourg – Wihr (FR) Telephone +33 3 89 20 77 00 Fax +33 3 89 20 77 01 Contact M. Stoesser Email profil@profildufutur.com Website www.profildufutur.com Filiale du groupe Arcelor-Mittal, Profil du Futur se distingue notamment par son activité dans le secteur de l’habitat. Fort de son expérience par le biais de son système constructif à ossature acier, les procédés Styltech ® et Styltech Evolution ® s’inscrivent dans des programmes pavillonnaires et sur des ensembles ambitieux de R+2 à R+4. L’utilisation de profilés minces galvanisés, de leurs assemblages par vis autoforeuses et/ou boulonnage laisse libre court à la créativité architecturale tout en permettant la réalisation de tout volumes, toutes formes et garantit un montage complet en filière sèche. La légèreté, l’adaptabilité et la rapidité d’exécution sont quelques-uns des très nombreux avantages d’un concept structurel innovant et performant. Implanté en France et de notoriété, les réalisations à l’export viennent nourrir les différents chantiers de références. Used software • SCIA•ESA PT 156 SCIA User Contest 2007 • Category 4 • CAE Buildings Frongia Filaire
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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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2 CAD Engineering Transport Consult
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Category 3 3CAE Civil works (ESA) 6
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Le projet concerne la reconstructio
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Bouw van een museum Het ontwerp, va
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Project: Bridge ‘Olsene’ across
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When the Dutch Municipality of Utre
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In general „Universo“ is a mult
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Introduction to the project The inc
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Introduction L’étude menée dans
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Author: Ing. Ach. Rudolf Kruliac, I
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In General The block of flats “OB
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Die Realisierung des Zentralen Omni
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A steel-cage construction of seven
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Introduction The CS underground sta
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Inleiding De zuidelijke randweg is
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Inleiding Deze opdracht heeft als b
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Project Controlestudie van de opwaa
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The goal of this pedestrian bridge
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Project: Bicyclist and pedestrian b
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Bauherr: Pappas Georg Automobil AG
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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
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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
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Page 140 and 141: Projektbeschreibung In 2006 hat die
Page 142 and 143: Schihalle mit 330 m Länge, 80-135
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Page 150 and 151: Short list Client: Hevo bouwmanagem
Page 152 and 153: Projektbeschreibung Durch die Einf
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Page 162 and 163: Les spécifications Longueur : 39,0
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Page 166 and 167: This mixed use development in South
Page 168 and 169: Inleiding Voor de Vrije Universitei
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Page 184 and 185: At the old Philipssite in Leuven a
Page 186 and 187: Project Details Location: Elm Road,
Page 188 and 189: Introduction At the moment, the com
Page 190 and 191: Project Description The outdoor aco
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Page 194 and 195: Project data Height: ± 22 m Overha
Page 196 and 197: Analysis of the Atrium Steel Struct
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Page 200 and 201: Introduction The various judicial s
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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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