SlideShare a Scribd company logo
1 of 1
Download to read offline
BUILDINGS
                                                                       Cakovec, north Croatia, it was the second project completed with
                                                                       post-tensioned slabs and executed by BBR CONEX of Croatia.
                                                                       The design of post-tensioned slabs was undertaken in collaboration
                                                                       with Dreibau Ingenieurs Conseils, Switzerland. Originally, the project
                                                                       was conceived as a reinforced concrete three storey framed
                                                                       structure with ribbed slabs made of precast TT girders.The building
                                                                       is around 97x78m with a column grid of 16x10m.
                                                                       REDUCING TIME & MATERIALS
                                                                       The original structural solution for the building – ribbed precast
                                                                       girders and beams – was redesigned and replaced with a higher spec
                                                                       solution, based on post-tensioned flat slabs with shallow beams for
                                                                       the larger 16m span. Construction time was cut in half and
                                                                       formwork expenses were reduced by 75%. In addition, the new
                                                                       structure is lighter, with a lower centre of gravity and better seismic
                                                                       properties. Also, floor-to-floor heights were increased by up to 42cm.
                                                                       The floor structure for this project was so advanced that it had to
                                                                       be tested to prove that it could cope with the demands. So, shear
                                                                       testing of critical columns was performed.Testing was carried out
MTC MULTIFUNCTIONAL SHOPPING CENTRE,                                   according to American Code ACI-318/2002. The slab behaved in a
                                                                       fully elastic manner, with residual elastic deformations of less than 1%.
CAKOVEC, CROATIA
                                                                       DEMANDING CANTILEVER
Competitive                                                            The most demanding part of the structure was a 5.5m wide
                                                                       cantilever section of the slab on the edge of the building – 43m long.
alternative design                                                     On the second slab, there are 18 parking places. It was designed as a
                                                                       waffle slab without additional beams, in order to control the long-
The MTC site started in October 2005 and is growing into a             term deflections by reducing the self-weight. Again, post-tensioned
14,000m2 multifunctional shopping centre, with 9,000m2 of retail       slabs proved to be a very competitive alternative for any kind of
space and 150 covered parking places on the roof. Situated in          structure, in terms of economy, time and performance.


WHITE CITY SHOPPING DEVELOPMENT, LONDON

Europe’s largest retail centre
T
         he White City Shopping Development in West London will        MASSIVE SLAB AREAS
         be one of Europe’s largest when it opens in 2008 and BBR      Reinforcement is very light, being confined to edge or construction
         Network member Structural Systems (UK) Ltd is on the          joint reinforcement, top mats at columns and punching shear links at
case.The £700m project is due to create 5000 jobs with an area of      some columns.The slab areas are massive – level 30 alone is 150x200m
120,000m2 comprising retail and commercial space, cinemas and          in total.The total PT slab area is expected to reach 80,000m2.
public areas. At the start of the project, the site was divided by     Whereas the lower levels support car parking, level 40 carries retail
London Underground’s Central Line. A concrete overbuild “tunnel”       loading, mall loading – including maintenance vehicles – and even fire
now hides the railway and work can at last start on the                engine loads. Also, a number of the stanchions from the three-storey
superstructures to the east and centre of the site. Meanwhile to the   steel superstructure do not land on grid.The solution is a series of
west, construction is 80% complete.                                    beams including transfers as required.Through the central part of the
TWO-WAY POST-TENSIONING                                                site, where grids are most erratic, the beam size has been minimised
Structural Systems (UK) Ltd has been responsible for the slab post-    by employing post-tensioning.To date, the largest beam has been a
tensioning work to the level 20 and 30 flat slabs, plus some of the    24m spanning beam – 3000x1800mm deep – and containing seven
more complex beam areas of level 40.The majority of the level 20       CONA internal 1906 multi-strand tendons.
and 30 slabs are on 8x8m grids.The 225mm deep slabs have been          Future work includes the five-storey anchor store in the feature
two-way post-tensioned using the BBR CONA flat 505 bonded PT           corner of the site and more post-tensioned flat slabs across the newly
system.                                                                accessible central area.                                             G




                                                                                                                            CONNÆCT 17

More Related Content

What's hot

Seismic retrofitting of heritage building- case study
Seismic retrofitting of heritage building- case studySeismic retrofitting of heritage building- case study
Seismic retrofitting of heritage building- case studyashlinvilson
 
Retrofitting case study of RCC structure
Retrofitting case study of RCC structureRetrofitting case study of RCC structure
Retrofitting case study of RCC structureManish Sharma
 
Concrete society award 2007 -Hilton hotel
Concrete society award 2007 -Hilton hotelConcrete society award 2007 -Hilton hotel
Concrete society award 2007 -Hilton hotelDave Deakin
 
national building code
national building codenational building code
national building codeRuhiya Garg
 
Georesources Journal 3-2018 - Maccaferri Article
Georesources Journal 3-2018 - Maccaferri ArticleGeoresources Journal 3-2018 - Maccaferri Article
Georesources Journal 3-2018 - Maccaferri ArticleMaccaferri World
 
Student Housing Action Plan Compatibility & Design
Student Housing Action PlanCompatibility & DesignStudent Housing Action PlanCompatibility & Design
Student Housing Action Plan Compatibility & Designbeccahenry
 
U-BOOT BETON TECHNOLOGY
U-BOOT BETON TECHNOLOGYU-BOOT BETON TECHNOLOGY
U-BOOT BETON TECHNOLOGYadityas07
 
Project Management - Marina bay Sands
Project Management - Marina bay SandsProject Management - Marina bay Sands
Project Management - Marina bay SandsBimenpreet Kaur
 
SAKSHI MAHADIK_PRECAST ROOFING_FINAL SUBMISSION.pdf
SAKSHI MAHADIK_PRECAST ROOFING_FINAL SUBMISSION.pdfSAKSHI MAHADIK_PRECAST ROOFING_FINAL SUBMISSION.pdf
SAKSHI MAHADIK_PRECAST ROOFING_FINAL SUBMISSION.pdfSakshiMahadik3
 
MODERN CONSTRUCTION METHODS
MODERN CONSTRUCTION METHODSMODERN CONSTRUCTION METHODS
MODERN CONSTRUCTION METHODSShourya Puri
 
Rail case study refurb and replication layout 1
Rail case study refurb and replication layout 1Rail case study refurb and replication layout 1
Rail case study refurb and replication layout 1Steelway Fensecure Ltd
 
Additions And Alterations
Additions And AlterationsAdditions And Alterations
Additions And Alterationssarath2008
 
Portal Frame Construction & Pre Engineered Building System
Portal Frame Construction & Pre Engineered Building SystemPortal Frame Construction & Pre Engineered Building System
Portal Frame Construction & Pre Engineered Building SystemIan Toisa
 
Svp field training report final
Svp field training report finalSvp field training report final
Svp field training report finalShubham Parab
 

What's hot (20)

Seismic retrofitting of heritage building- case study
Seismic retrofitting of heritage building- case studySeismic retrofitting of heritage building- case study
Seismic retrofitting of heritage building- case study
 
Retrofitting case study of RCC structure
Retrofitting case study of RCC structureRetrofitting case study of RCC structure
Retrofitting case study of RCC structure
 
Prefabricated
PrefabricatedPrefabricated
Prefabricated
 
Concrete society award 2007 -Hilton hotel
Concrete society award 2007 -Hilton hotelConcrete society award 2007 -Hilton hotel
Concrete society award 2007 -Hilton hotel
 
Document
DocumentDocument
Document
 
national building code
national building codenational building code
national building code
 
Georesources Journal 3-2018 - Maccaferri Article
Georesources Journal 3-2018 - Maccaferri ArticleGeoresources Journal 3-2018 - Maccaferri Article
Georesources Journal 3-2018 - Maccaferri Article
 
Student Housing Action Plan Compatibility & Design
Student Housing Action PlanCompatibility & DesignStudent Housing Action PlanCompatibility & Design
Student Housing Action Plan Compatibility & Design
 
U-BOOT BETON TECHNOLOGY
U-BOOT BETON TECHNOLOGYU-BOOT BETON TECHNOLOGY
U-BOOT BETON TECHNOLOGY
 
Cj32534539
Cj32534539Cj32534539
Cj32534539
 
Project Management - Marina bay Sands
Project Management - Marina bay SandsProject Management - Marina bay Sands
Project Management - Marina bay Sands
 
SAKSHI MAHADIK_PRECAST ROOFING_FINAL SUBMISSION.pdf
SAKSHI MAHADIK_PRECAST ROOFING_FINAL SUBMISSION.pdfSAKSHI MAHADIK_PRECAST ROOFING_FINAL SUBMISSION.pdf
SAKSHI MAHADIK_PRECAST ROOFING_FINAL SUBMISSION.pdf
 
Marina bay sands
Marina bay sandsMarina bay sands
Marina bay sands
 
MODERN CONSTRUCTION METHODS
MODERN CONSTRUCTION METHODSMODERN CONSTRUCTION METHODS
MODERN CONSTRUCTION METHODS
 
Portfolio masters
Portfolio mastersPortfolio masters
Portfolio masters
 
Rail case study refurb and replication layout 1
Rail case study refurb and replication layout 1Rail case study refurb and replication layout 1
Rail case study refurb and replication layout 1
 
Additions And Alterations
Additions And AlterationsAdditions And Alterations
Additions And Alterations
 
Portal Frame Construction & Pre Engineered Building System
Portal Frame Construction & Pre Engineered Building SystemPortal Frame Construction & Pre Engineered Building System
Portal Frame Construction & Pre Engineered Building System
 
Svp field training report final
Svp field training report finalSvp field training report final
Svp field training report final
 
The-Shard
The-ShardThe-Shard
The-Shard
 

Similar to MTC MULTIFUNCTIONAL SHOPPING CENTRE, CROATIA

Design Appraisal report
Design Appraisal reportDesign Appraisal report
Design Appraisal reportConor Meaney
 
fastrack technologies in bridges ppt
fastrack technologies in bridges pptfastrack technologies in bridges ppt
fastrack technologies in bridges pptSrinivasulu Srinu
 
DEVELOPMENT OF MODERN PRESTRESSED CONCRETE BRIDGES IN JAPAN
 DEVELOPMENT OF MODERN PRESTRESSED CONCRETE BRIDGES IN JAPAN DEVELOPMENT OF MODERN PRESTRESSED CONCRETE BRIDGES IN JAPAN
DEVELOPMENT OF MODERN PRESTRESSED CONCRETE BRIDGES IN JAPANfaishalniet
 
Whitemud Drive Retaining Wall
Whitemud Drive Retaining WallWhitemud Drive Retaining Wall
Whitemud Drive Retaining WallJim McMullan
 
MODERN CONSTRUCTION TECHNOLOGIES IN ENGINEERING PERSPECTIVE
MODERN CONSTRUCTION TECHNOLOGIES IN ENGINEERING PERSPECTIVEMODERN CONSTRUCTION TECHNOLOGIES IN ENGINEERING PERSPECTIVE
MODERN CONSTRUCTION TECHNOLOGIES IN ENGINEERING PERSPECTIVEDr K M SONI
 
A long span structure in Romania Full paper balint karoly
A long span structure in Romania Full paper balint karolyA long span structure in Romania Full paper balint karoly
A long span structure in Romania Full paper balint karolyAnupama Krishnan
 
JohnHancockCenter.pdf_20230809_123220_0000.pdf
JohnHancockCenter.pdf_20230809_123220_0000.pdfJohnHancockCenter.pdf_20230809_123220_0000.pdf
JohnHancockCenter.pdf_20230809_123220_0000.pdfYashawantSastikar
 
CT III IBS Formwork System
CT III IBS Formwork System CT III IBS Formwork System
CT III IBS Formwork System ashleyyeap
 
Affordable Housing company in India WorldHaus Inc.
Affordable Housing company in India WorldHaus Inc.Affordable Housing company in India WorldHaus Inc.
Affordable Housing company in India WorldHaus Inc.WorldHaus
 
Speedy construction- FORMS AND MATERIALS
Speedy construction- FORMS AND MATERIALSSpeedy construction- FORMS AND MATERIALS
Speedy construction- FORMS AND MATERIALSSOUMYA KHANDELWAL
 
Lincoln arc welding article183
Lincoln arc welding article183Lincoln arc welding article183
Lincoln arc welding article183Miklos Peller, Sr.
 
HEYDER ALIVEY CULTURE CENTER - STRUCTURE ANALYSIS
HEYDER ALIVEY CULTURE CENTER - STRUCTURE ANALYSIS HEYDER ALIVEY CULTURE CENTER - STRUCTURE ANALYSIS
HEYDER ALIVEY CULTURE CENTER - STRUCTURE ANALYSIS Mohammed Naeem Darwish
 
One Museum Park West (Post-Tensioning case study)
One Museum Park West (Post-Tensioning case study)One Museum Park West (Post-Tensioning case study)
One Museum Park West (Post-Tensioning case study)AMSYSCO Inc.
 
Worcester library Post Tensioned Concrete Case Study
Worcester library Post Tensioned Concrete Case StudyWorcester library Post Tensioned Concrete Case Study
Worcester library Post Tensioned Concrete Case StudyCCL Concrete
 
foundation and structural system of the shard building
foundation and structural system  of the shard buildingfoundation and structural system  of the shard building
foundation and structural system of the shard buildingBirukYared3
 
accelerated bridge construction(ABC)
accelerated bridge construction(ABC)accelerated bridge construction(ABC)
accelerated bridge construction(ABC)varun km
 
Slipform construction
Slipform constructionSlipform construction
Slipform constructionErankajKumar
 

Similar to MTC MULTIFUNCTIONAL SHOPPING CENTRE, CROATIA (20)

Design Appraisal report
Design Appraisal reportDesign Appraisal report
Design Appraisal report
 
fastrack technologies in bridges ppt
fastrack technologies in bridges pptfastrack technologies in bridges ppt
fastrack technologies in bridges ppt
 
DEVELOPMENT OF MODERN PRESTRESSED CONCRETE BRIDGES IN JAPAN
 DEVELOPMENT OF MODERN PRESTRESSED CONCRETE BRIDGES IN JAPAN DEVELOPMENT OF MODERN PRESTRESSED CONCRETE BRIDGES IN JAPAN
DEVELOPMENT OF MODERN PRESTRESSED CONCRETE BRIDGES IN JAPAN
 
Burj al arab
Burj al arabBurj al arab
Burj al arab
 
Whitemud Drive Retaining Wall
Whitemud Drive Retaining WallWhitemud Drive Retaining Wall
Whitemud Drive Retaining Wall
 
MODERN CONSTRUCTION TECHNOLOGIES IN ENGINEERING PERSPECTIVE
MODERN CONSTRUCTION TECHNOLOGIES IN ENGINEERING PERSPECTIVEMODERN CONSTRUCTION TECHNOLOGIES IN ENGINEERING PERSPECTIVE
MODERN CONSTRUCTION TECHNOLOGIES IN ENGINEERING PERSPECTIVE
 
A long span structure in Romania Full paper balint karoly
A long span structure in Romania Full paper balint karolyA long span structure in Romania Full paper balint karoly
A long span structure in Romania Full paper balint karoly
 
JohnHancockCenter.pdf_20230809_123220_0000.pdf
JohnHancockCenter.pdf_20230809_123220_0000.pdfJohnHancockCenter.pdf_20230809_123220_0000.pdf
JohnHancockCenter.pdf_20230809_123220_0000.pdf
 
CT III IBS Formwork System
CT III IBS Formwork System CT III IBS Formwork System
CT III IBS Formwork System
 
Affordable Housing company in India WorldHaus Inc.
Affordable Housing company in India WorldHaus Inc.Affordable Housing company in India WorldHaus Inc.
Affordable Housing company in India WorldHaus Inc.
 
Speedy construction- FORMS AND MATERIALS
Speedy construction- FORMS AND MATERIALSSpeedy construction- FORMS AND MATERIALS
Speedy construction- FORMS AND MATERIALS
 
Lincoln arc welding article183
Lincoln arc welding article183Lincoln arc welding article183
Lincoln arc welding article183
 
HEYDER ALIVEY CULTURE CENTER - STRUCTURE ANALYSIS
HEYDER ALIVEY CULTURE CENTER - STRUCTURE ANALYSIS HEYDER ALIVEY CULTURE CENTER - STRUCTURE ANALYSIS
HEYDER ALIVEY CULTURE CENTER - STRUCTURE ANALYSIS
 
One Museum Park West (Post-Tensioning case study)
One Museum Park West (Post-Tensioning case study)One Museum Park West (Post-Tensioning case study)
One Museum Park West (Post-Tensioning case study)
 
duplex villa ppt
duplex villa pptduplex villa ppt
duplex villa ppt
 
JEEVA.pptx
JEEVA.pptxJEEVA.pptx
JEEVA.pptx
 
Worcester library Post Tensioned Concrete Case Study
Worcester library Post Tensioned Concrete Case StudyWorcester library Post Tensioned Concrete Case Study
Worcester library Post Tensioned Concrete Case Study
 
foundation and structural system of the shard building
foundation and structural system  of the shard buildingfoundation and structural system  of the shard building
foundation and structural system of the shard building
 
accelerated bridge construction(ABC)
accelerated bridge construction(ABC)accelerated bridge construction(ABC)
accelerated bridge construction(ABC)
 
Slipform construction
Slipform constructionSlipform construction
Slipform construction
 

More from rgaskill

Concrete, vol 47, June 2013 Tesco, Woolwich
Concrete, vol 47, June 2013 Tesco, WoolwichConcrete, vol 47, June 2013 Tesco, Woolwich
Concrete, vol 47, June 2013 Tesco, Woolwichrgaskill
 
Connect magazine education sector
Connect magazine   education sector Connect magazine   education sector
Connect magazine education sector rgaskill
 
Connect magazine essex courts buildings 2011
Connect magazine essex courts buildings 2011Connect magazine essex courts buildings 2011
Connect magazine essex courts buildings 2011rgaskill
 
Excel london
Excel londonExcel london
Excel londonrgaskill
 
Triathlon
Triathlon Triathlon
Triathlon rgaskill
 
Westminster Bridge Plaza
Westminster Bridge PlazaWestminster Bridge Plaza
Westminster Bridge Plazargaskill
 
Marine Centre Plymouth
Marine Centre PlymouthMarine Centre Plymouth
Marine Centre Plymouthrgaskill
 

More from rgaskill (7)

Concrete, vol 47, June 2013 Tesco, Woolwich
Concrete, vol 47, June 2013 Tesco, WoolwichConcrete, vol 47, June 2013 Tesco, Woolwich
Concrete, vol 47, June 2013 Tesco, Woolwich
 
Connect magazine education sector
Connect magazine   education sector Connect magazine   education sector
Connect magazine education sector
 
Connect magazine essex courts buildings 2011
Connect magazine essex courts buildings 2011Connect magazine essex courts buildings 2011
Connect magazine essex courts buildings 2011
 
Excel london
Excel londonExcel london
Excel london
 
Triathlon
Triathlon Triathlon
Triathlon
 
Westminster Bridge Plaza
Westminster Bridge PlazaWestminster Bridge Plaza
Westminster Bridge Plaza
 
Marine Centre Plymouth
Marine Centre PlymouthMarine Centre Plymouth
Marine Centre Plymouth
 

MTC MULTIFUNCTIONAL SHOPPING CENTRE, CROATIA

  • 1. BUILDINGS Cakovec, north Croatia, it was the second project completed with post-tensioned slabs and executed by BBR CONEX of Croatia. The design of post-tensioned slabs was undertaken in collaboration with Dreibau Ingenieurs Conseils, Switzerland. Originally, the project was conceived as a reinforced concrete three storey framed structure with ribbed slabs made of precast TT girders.The building is around 97x78m with a column grid of 16x10m. REDUCING TIME & MATERIALS The original structural solution for the building – ribbed precast girders and beams – was redesigned and replaced with a higher spec solution, based on post-tensioned flat slabs with shallow beams for the larger 16m span. Construction time was cut in half and formwork expenses were reduced by 75%. In addition, the new structure is lighter, with a lower centre of gravity and better seismic properties. Also, floor-to-floor heights were increased by up to 42cm. The floor structure for this project was so advanced that it had to be tested to prove that it could cope with the demands. So, shear testing of critical columns was performed.Testing was carried out MTC MULTIFUNCTIONAL SHOPPING CENTRE, according to American Code ACI-318/2002. The slab behaved in a fully elastic manner, with residual elastic deformations of less than 1%. CAKOVEC, CROATIA DEMANDING CANTILEVER Competitive The most demanding part of the structure was a 5.5m wide cantilever section of the slab on the edge of the building – 43m long. alternative design On the second slab, there are 18 parking places. It was designed as a waffle slab without additional beams, in order to control the long- The MTC site started in October 2005 and is growing into a term deflections by reducing the self-weight. Again, post-tensioned 14,000m2 multifunctional shopping centre, with 9,000m2 of retail slabs proved to be a very competitive alternative for any kind of space and 150 covered parking places on the roof. Situated in structure, in terms of economy, time and performance. WHITE CITY SHOPPING DEVELOPMENT, LONDON Europe’s largest retail centre T he White City Shopping Development in West London will MASSIVE SLAB AREAS be one of Europe’s largest when it opens in 2008 and BBR Reinforcement is very light, being confined to edge or construction Network member Structural Systems (UK) Ltd is on the joint reinforcement, top mats at columns and punching shear links at case.The £700m project is due to create 5000 jobs with an area of some columns.The slab areas are massive – level 30 alone is 150x200m 120,000m2 comprising retail and commercial space, cinemas and in total.The total PT slab area is expected to reach 80,000m2. public areas. At the start of the project, the site was divided by Whereas the lower levels support car parking, level 40 carries retail London Underground’s Central Line. A concrete overbuild “tunnel” loading, mall loading – including maintenance vehicles – and even fire now hides the railway and work can at last start on the engine loads. Also, a number of the stanchions from the three-storey superstructures to the east and centre of the site. Meanwhile to the steel superstructure do not land on grid.The solution is a series of west, construction is 80% complete. beams including transfers as required.Through the central part of the TWO-WAY POST-TENSIONING site, where grids are most erratic, the beam size has been minimised Structural Systems (UK) Ltd has been responsible for the slab post- by employing post-tensioning.To date, the largest beam has been a tensioning work to the level 20 and 30 flat slabs, plus some of the 24m spanning beam – 3000x1800mm deep – and containing seven more complex beam areas of level 40.The majority of the level 20 CONA internal 1906 multi-strand tendons. and 30 slabs are on 8x8m grids.The 225mm deep slabs have been Future work includes the five-storey anchor store in the feature two-way post-tensioned using the BBR CONA flat 505 bonded PT corner of the site and more post-tensioned flat slabs across the newly system. accessible central area. G CONNÆCT 17