VSH Turòa nad Bodvou - Nemetschek Scia

More documents

Recommendations

Info

In General The block of flats “OBYDICK” is planned to be erected in Bratislava. The structural design for the building licence was elaborated by ELTER Constructions s.r.o. of Slovakia. The detail structural design was elaborated by Ing. Daniel Bukov OK TEAM . Basic Parameters of the Building The total number of floors is 25 above ground level and two floors below ground level. The total height of the building is 85.27 m. The total area is more than 21.000 m², that is more than 650 m² per floor. Main bearing system The main bearing system of the building is created from cast instead of reinforced concrete. In the middle of the building is located a small core with the dimension 5.85 m x 12.5 m, the thickness of the walls are 200 mm. Oval columns support perimeter concrete walls. These walls create an outside tube. The tube transmits a big portion of the horizontal loads. The outside wall has thicknesses from 500 mm to 200 mm. The ground floor level has the thickness of the wall: 500 mm. On the inside layout circle there are located columns with diameter of 600 mm. Method of Detail Designing For the computation of the shape of the structure, cross sections, thicknesses and loads were taken into account. New information concerning the openings (location and dimension) were also included in the structural analysis. For the calculation of the main bearing system, the 3D model is created. For the separate parts, an own model was created (floor slabs, columns, attic etc.). The results from the global calculation are included into separate models as external loads or are included in the proportioning. All calculations are performed according to the Slovak valid codes. Computational model A 3D computational model, created by the finite element method, calculates the main bearing system of the building. The foundation slab, including soil interaction, core walls and columns, is exactly modelled in this space model. Floor slabs are also modelled precisely, but for computational reasons only a very large mesh is used. For the seismic response, the calculation linear response spectra method is used. For a combination of modal responses, the CQC method is used. Soil interaction has been solved with the theory of half space. The proportioning of the foundation slab and core walls is done in this model without any other influence or consideration. For columns proportioning from the global structural calculation, only normal forces have been adopted. The bending moments were added from floor slabs analysis. All calculations are performed by NEXIS 32.60.20 program (ESA-Prima Win). For tall buildings it is necessary to take into consideration the influence of the longi- tudinal deformation of the columns on the main bearing system. Deformations of columns due to high compression have to deal with elastic deformation creeping and shrinkage of the concrete. Floor slab levelling eliminates some deformation; some has to be predicted by calculation. It is also necessary to take into the consideration the decreasing normal forces in the columns due to the decreasing effect of the live load depending on the number of the floors above. Influence of the settlement in the core area, which is higher than settlement in the perimeter columns, also plays a role in the designing of the bearing system. For seismic response calculation, different sub grade properties have to be used (stiffness or resistance of the soil in the case of the dynamic loads is higher). At least two models have to be calculated for one proportioning. With ESA-Prima Win we have the possibility to make many calculations in real time Foundation Slab Design and Calculation The internal force and the calculation of the foundation slab on the 3D model for global structure analysis were used here. The proportioning was performed in the same model. Columns calculation Calculation Columns are calculated in a separate calculation. Normal forces are adopted from global structural analysis. Bending moments are adopted from floor slab calculation. For each type of column, a calculation is performed and influence due to live load is taken into consideration. Perimeter walls- tube calculation The tubes are perforated by window openings. The critical parts of the tube are those where they are connected to the columns. For these parts a very fine mesh was used, also a separate calculation of the detail was performed. Floor Slab Calculation Floor slabs are calculated in a separate model, punching shear and connection to the core walls is taken into account. In this model also bending moments in the columns are calculated. Around the columns a more dense mesh is used. On one side, there are decreased bending moments in the columns, and on the opposite side, there are increased positive moments in the floor slab. The proportioning of the slab in the columns is done based on sections and the reinforcement is distributed accordingly. Conclusion In order to obtain a solution of such a demanding structure, a very effective program for the calculation of internal forces calculation is needed. It must be able to prepare the structural model and to offer various possibilities to check the results. The incorporation of the proportioning in one package is also a big advantage. ESA-Prima Win fulfils these requirements. High rise building 85
3 CAE Civil Works Kovacs & Saeger - Diplomingenieure Address Firmianstraße 1 • 94032 Passau (DE) Telephone +49 851 756 20 37 Fax +49 851 756 20 34 Contact Herr Saeger Dipl. Ing. Jörg Email ksi-ingenieure-saeger@freenet.de Firmengründung Januar 1991 Firmengründer Dipl.-Ing. Kovacs / Dipl.-Ing. Saeger Zertifikat Diplom-Bauingenieure Berufserfahrung 22 Jahre / 18 Jahre Firmensitz Firmianstraße 1; 94032 Passau Tätigkeitsfelder Ingenieurhoch- und Tiefbau Industriebau Holzbau Stahlbau Altbausanierung Betonsanierung Fertigteilbau Betriebsgröße 2 Diplomingenieure (Mitglieder der Bayr. Ing. Kammer Nr.: 31224) 2 Bauzeichner / Bautechniker 1 freier Mitarbeiter Zeichensysteme CAD-Arbeitsplätze der Fa. <strong>Nemetschek</strong> Computersysteme WIN XP Netzwerk Datenaustausch über Internet Referenzen Auf Anfrage Betriebshaftpflicht 2.000.000 Euro für Personenschäden 500.000 Euro für Sachschäden bei der VHV-Versicherungsgruppe Used software • SCIA•ESA PT 86 SCIA User Contest 2007 • Category 3 • CAE Civil Works Neubau Zentraler Omnibusbahnhof in Passau
Page 1 and 2:
CAD Architecture CAD Engineering SC
Page 3 and 4:
Copyright © 2007 SCIA Group Intern
Page 5 and 6:
2 Table of content Foreword . . . .
Page 7 and 8:
4 Table of content GBD ZT GmbH . .
Page 9 and 10:
WINNER NOMINATIONS 6 Category 2: CA
Page 11 and 12:
WINNER NOMINATIONS 8 Category 4: CA
Page 13 and 14:
10 Introduction of the internationa
Page 15 and 16:
1 CAD Architecture Georges & Theis
Page 17 and 18:
1 CAD Architecture ACTE 1 s.a. Arch
Page 19 and 20:
1 CAD Architecture Atelier d’Arch
Page 21 and 22:
1 CAD Architecture SIA s.a. Address
Page 23 and 24:
Page 25 and 26:
Page 27 and 28:
1 CAD Architecture ADEM Address Pla
Page 29 and 30:
1 CAD Architecture Architekturstudi
Page 31 and 32:
Page 33 and 34:
Page 35 and 36:
1 CAD Architecture Fachhochschule F
Page 37 and 38: 1 CAD Architecture Georges & Theis
Page 39 and 40: 1 CAD Architecture SIA s.a. Address
Page 41 and 42: 1 CAD Architecture SIA s.a. Address
Page 43 and 44: 40 Building bridges in the construc
Page 45 and 46: 2 CAD Engineering PT Baja Engineeri
Page 47 and 48: 2 CAD Engineering ADEM Address Plac
Page 49 and 50: 2 CAD Engineering DECOMO Address 96
Page 51 and 52: 2 CAD Engineering Witteveen+Bos Add
Page 53 and 54: 2 CAD Engineering ADEM Address Plac
Page 55 and 56: 2 CAD Engineering Gesplan s.a. Addr
Page 57 and 58: 2 CAD Engineering INASEP Address Ru
Page 59 and 60: 2 CAD Engineering ingénieurs bct A
Page 67 and 68: 2 CAD Engineering Transport Consult
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 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 104 and 105: Project: Bicyclist and pedestrian b
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
Page 154 and 155:
Projekt Die Firma HERMA erweitert I
Page 156 and 157:
Inleiding Het huidige gebouw van Ut
Page 158 and 159:
The New Street Square site is an is
Page 160 and 161:
Les spécifications • Surélévat
Page 162 and 163:
Les spécifications Longueur : 39,0
Page 164 and 165:
This landmark residential developme
Page 166 and 167:
This mixed use development in South
Page 168 and 169:
Inleiding Voor de Vrije Universitei
Page 170 and 171:
Gebouw Onderhoudsloods voor de simu
Page 172 and 173:
Promatrani projekt obuhvaæa obliko
Page 174 and 175:
Project: Covering of cinders’ box
Page 176 and 177:
Zo ook is Volvo Cars Gent één van
Page 178 and 179:
Greenpartners uit Sint-Katelijne-Wa
Page 180 and 181:
Algemeen Euralille is een urbanisat
Page 182 and 183:
Algemeen Fides Petfood, onderdeel v
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
Page 192 and 193:
5Category 5 CAE Special projects (E
Page 194 and 195:
Project data Height: ± 22 m Overha
Page 196 and 197:
Analysis of the Atrium Steel Struct
Page 198 and 199:
The presented project is about the
Page 200 and 201:
Introduction The various judicial s
Page 202 and 203:
Conception Le projet consiste à co
Page 204 and 205:
En outre, l’ensemble du site est
Page 206 and 207:
Introduction This project is includ
Page 208 and 209:
Der Schwarzaubach ist ein Teileinzu
Page 210 and 211:
Projektbeschreibung Für den Neubau
Page 212 and 213:
Data Délka bazénu 7400mm, šíøk
Page 214 and 215:
Ce projet date du début de l’ann
Page 216 and 217:
Introduction The aim of this projec
Page 218 and 219:
Type: Arched bridge Location: Schaa
Page 220 and 221:
De brug werd voor het eerst in dien
Page 222:
Member of the Nemetschek Group User
show all

VSH Turòa nad Bodvou - Nemetschek Scia

Create successful ePaper yourself

Delete template?

Save as template?