Projects in this category include non-prestressed structures such as domes and shells made from more traditional materials like concrete.

Prestressed structures may include saddle shaped cablenets, planar wall or roof glass surfaces supported by a stressed cable network.

Externally supported roofs (cable supported) also come into this category.

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
Glazing 6
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Glazing 5
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Glazing 4
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Glazing 1
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Glazing 2
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Glazing 3
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Taronga Zoo Chimpanzee Enclosure - Sydney 

APPLICATION OF PROJECT:   Separation Enclosure for Chimpanzees.

The Taronga Zoos’ chimpanzee troop is one of the largest captive groups in the world with recognized wild behavior patterns and a sophisticated social hierarchy.  With its population including four maturing sub-adult males jockeying and promoting themselves within the group, the zoo cited a need for the construction of a fully enclosed and semi-transparent separation paddock within the chimpanzee exhibit to allow the chimpanzees to be easily divided as needed, without moving them to an entirely new location, and thus avoiding potential commotion.

The Seperation Enclosure:

  • facilitates the introduction of new chimpanzee females to maintain the genetic pool.
  • provides the necessary infrastructure for the current troop management strategy and philosophies.
  • permits the troop to remain outside in summer unsupervised where this was previously not possible.
  • maximizes viewing time for the public.

LSAA2011DA 2019 15

Amazon Waterlily Pavilion

Entrant:               Aurecon - Adelaide - Designer / Consultant
Location:             Adelaide Botanical Gardens - North Terrace Adelaide SA
Client:                 Government of South Australia (DTEI)
Architect:            Flightpath Architects
Struct. Eng.:        Connell Wagner
Specialist:            Connell Wagner (Facade Engineering)
Others:               Pilkington & DMS Glass
Builder:               Built Environs
Fabricator:          Construction Glazing

 

Atmosphere Façade Park Beach Plaza

Entrant:  Ronstan International, Locker Group, Tensys Engineers

  • Category:  6                ID Number:  5111

  • Location:                     253 Pacific Highway, Coffs Harbour, NSW

  • Client:                         Park Beach Plaza

  • Completion Date:        February 2013

Credits:

  • Architect:                    Red Dog Architects

  • Structural Engineer:    DeGroot Benson

  • Specialists:                  Tensys Engineers - Structural Design

  • Builder:                       Edwards Constructions

  • Fabricator:                   Ronstan International, Locker Group

  • Installer:                      Ronstan International


APPLICATION OF PROJECT:    Facade

5111-01

PROJECT DESCRIPTION:

Design, fabrication and installation of cable supported perforated aluminium façade on Park Beach Plaza Car Park at Coffs Harbour.

Monash University Building 76 Strip Facade Structures

Entrant:               Oasis Tension Structures (Australia) Pty Ltd
Location:              Wellington Road - Clayton Vic
Client:                  Monash University
Architect:             DesignInc (Melbourne)
Struct. Eng.:        John Mullin & Partners
Specialist:            Tensys Engineering (Australia) Pty Ltd
Others:                Ronstan International (Australia) Pty Ltd
Builder:                Hooker Cockram Projects Ltd
Fabricator:           Atkins Fabrication (Australia) Pty Ltd

 

Whitten Oval

Entrant:            Ronstan – Contractors
Location:           Barkley St, Footscray Vic
Client:               Western Bulldogs, Whitten Oval
Architect:          Peddle Thorp
Struct. Eng.:     Irwin Consultants
Builder:            Salta
Fabricator:        Ronstan

 

School of Information Technology, Screen

Entrant:    Taylor Thomson Whitting
Client:       University of Sydney
Architect:   FJMT
Structural Engineer: Taylor Thomson Whitting
Specialist Consultant(s): MPG Façade Innovations
Builder:                        A W Edwards
Fabricator(s):                Long Span Steel

3348 A  3348 B

Other Structural Forms - Cablenets, Glazing, Facades, Spaceframes

The LSAA has groups of members interested in cablenets, high technology glazing and facades.

In fact one main reason for the creation of the LSAA  from the MSAA was to cater for the growing number of projects which involved large glazed areas being supported by pretensioned cable truss systems or cablenets.

In modern times, when the overall energy usage for the life of a building is taken into account, the use of high technology facades will become more important. There is also a growing use of "green facades" or vertical gardens.

The traditional spaceframe structures are becoming rarer - those with many small elements that are man-handled and connected together on site. Labour costs and erection times are now outweighed by fewer larger assemblies that can be installed quickly by cranes.

The LSAA would welcome articles and links to projects in this category. 

Perth Zoo Wetlands & Penguin Enclosure

Entrant:                           Structural Dynamics Australia

  • Category:  4                ID Number:  4966

  • Location:                     Perth Zoo, WA

  • Client:                         Government of WA - Department of Finance

  • Completion Date:          January 2012

Credits:

  • Architect:                     Pritchard Francis

  • Structural Engineer:      Pritchard Francis

  • Builder:                       The Slatter Group, WA


APPLICATION OF PROJECT:    Zoological Enclosure

 4966 30

PROJECT DESCRIPTION:
Structural Dynamics was contracted by The Slatter Group WA to assist with the design, material selection/supply and installation of a lightweight zoological enclosure that would cover an area of 90 meters long, 34 meters wide and 10 meters high.

The enclosure was covering two existing exhibits at the Perth Zoo, namely the penguin display and wetlands area, so needed to have minimal impact on the existing flora and infrastructure.

Pritchard Francis had already conducted the majority of the structural design and calculations of loads - Structural Dynamics assisted both The Slatter Group WA and Pritchard Francis with final material specifications to meet demanding requirements.

With such a large open enclosure that needed to be visually appealing for visitors as well as transparent for the exhibits inhabitants the challenge was to specify materials that met demanding load specifications but at the same time provided a light weight alternative that had minimal visual impact on the surrounding exhibits.