Nelson Mandela Bay Multipurpose Stadium

Entrant:              MakMax Australia - Designer
Location:             Prince Alfred Park - North End Lake - Port Elizabeth South Africa
Client:                 Nelson Mandela Metropolitan Municipality
Architect:            GMP Architects
Struct. Eng.:        Schlaich Bergermann & Partners

Others:               MakMax (Installation)
Builder:              Grinaker / Interbeton JV
Fabricator:          MakMax Australia

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Rio Tinto Stadium

Entrant:             Structurflex Ltd - Engineering Fabrication Installation
Location:            Sandy - Salt Lake City Utah USA
Client:                Salt Lake County - Utah & Real Salt Lake
Architect:           Rossetti Architects
Struct. Eng.:       Wade Design Engineers & Wayne Rendely PE
Builder:              Turner Construction
Fabricator:          Structurflex

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Chepauk Stadium, Stage One - India

This project was ambitious from the beginning; a large scale elevated cover over three grandstand seating structures presented a few structural challenges.

The purpose as with many tensile membrane projects was a combination of shade and weather cover. Each seating section required these basic needs met while maintaining a uniform style and aesthetic appeal through out. Our client, The Tamil Nadu Cricket Association, requested minimal connections to the supporting grandstand structure, leaving more space beneath for spectator seating.

The project was designed to create a unique feature to the venue. Often large scale tension membrane roofing contribute a large amount to the look and feel of a venue, it’s a prominent feature and one that needs to be eye-catching and unique.

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Adelaide Oval Western Grandstand Redevelopment 

APPLICATION OF PROJECTStructural design of lightweight diagrid grandstand roof

PROJECT DESCRIPTION

The Adelaide Oval Western Grandstand Redevelopment comprises the partial demolition and reconstruction of the existing heritage listed western members grandstand into a new A$116m 14,000 seat grandstand.  The iconic grandstand was opened for the 2010 Ashes Second Test Match to rave reviews.  The diagrid roof forms the centrepiece of the new grandstand achieving structural spans up to 55m with arched 219CHS sections leading to an elegant and exceptionally light (55kg/m2) roof solution to provide the required cover to the grandstand patrons with unobstructed views and designed to withstand 180kph design wind speeds.

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Early in the design the impact of the steel fabrication, erection and site tolerances were identified as of critical importance to the successful implementation of the diagrid roof design.  To accommodate this the Steel Subcontractor was invited into the design team early at 50% completion to workshop with Aurecon, the Architects, Managing Contractor and Client to provide the best for project solution and ensure that the final design was constructible within the required design brief, programme and cost plan.  This early involvement allowed the design team to consider these parameters early in the process and has resulted in a very successful erection process and outstanding result for the Client.

Structural Design of the Arch and Roof of Wembley Stadium

Kourosh Kayvani, PhD, FIEAust, CPEng 
Aurecon, Sydney, Australia

ROOF DESCRIPTION

The aim of the new Wembley Stadium was to design and build a state-of-the-art national stadium, unlike any other in the world. The new stadium, with its elegant exposed steel structure arch, is an international icon as was the old stadium with its twin towers which was built in 1923.

The design brief required the roof not to cover the playing field which lead to one unique aspect of the roof in that it partially retracts over the seats to allow the daylight to reach all points of the pitch and thus a shadow-free playing field.

The retractable roof is formed by seven separate independently driven roof panels totalling 15,000 sqm that move in a parallel motion to the south as they "open" and stack on the top of one another when in a fully "open" position.

With the retracting roof panels all moving to the south, the roof design exploits the opportunity to have a tall, structurally efficient structure on the north side to support the north and south roofs. The solution was to have an elegant and structurally efficient arch which spans the entire width of the stadium's seating bowl (Figure 1).

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Many stadiums around the world now require special roof structures which utilize the principles we look for in a lightweight structure.

Some recent stadium structures are shown below:

28,15,0,50,1
600,600,60,1,5000,1000,25,2000
90,300,1,50,12,25,50,1,70,12,1,50,1,1,1,5000
Stadium 01
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Stadium 02
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Stadium 03
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Stadium 04
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Stadium 05
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Stadium 06
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Stadium 18
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Stadium 19
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Stadium 20
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Stadium 17
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Stadium 16
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Stadium 15
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Stadium 07
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Stadium 08
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Stadium 09
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Stadium 10
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Stadium 11
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Stadium 12
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Stadium 13
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Stadium 14
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