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nomination by the Government of Australia - Sydney Opera House

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The podium<br />

The construction <strong>of</strong> <strong>the</strong> podium was a signifi cant<br />

design and engineering achievement. The challenge<br />

was to construct a podium that simultaneously created<br />

a sense <strong>of</strong> <strong>the</strong> continuation <strong>of</strong> <strong>the</strong> natural landscape<br />

and a bold modern structure <strong>of</strong> continuous reinforced<br />

concrete that rose out <strong>of</strong> <strong>the</strong> ground and overlooked<br />

<strong>the</strong> harbour (Weston 2002: 129). Utzon’s initial design<br />

concept was for <strong>the</strong> concourse to be supported <strong>by</strong><br />

a number <strong>of</strong> columns. Ove Arup investigated ways<br />

to better refl ect Utzon’s precepts: ‘Express honestly<br />

<strong>the</strong> characteristics <strong>of</strong> <strong>the</strong> materials used’ and ‘Let <strong>the</strong><br />

structure speak for itself’ (Murray 2004: 25). The bold<br />

solution was a beam that integrated <strong>the</strong> techniques<br />

<strong>of</strong> folded plate structures and prestressing. The single<br />

span design created both a sculptural and effi cient<br />

form (Murray 2004: 26–27). This design provided <strong>the</strong><br />

ability long sought <strong>by</strong> architects to provide huge spaces<br />

unencumbered <strong>by</strong> structural supports. Utzon credited<br />

<strong>the</strong> design as ‘Ove’s invention’ (Murray 2004: 27).<br />

3.21<br />

Figure 3.21 The formwork for <strong>the</strong> folded beams that form<br />

<strong>the</strong> lower concourse<br />

The shells<br />

After many attempts at fulfi lling <strong>the</strong> promise<br />

that <strong>the</strong> competition proposals promised, an<br />

intensive collaboration between architects<br />

and engineers ended with an absolutely clear<br />

solution with ball geometry that gave <strong>the</strong> right<br />

answer to all <strong>the</strong> many problems that such<br />

a huge and complicated task could throw<br />

up. We had no precedent to go on … only<br />

through [a] series <strong>of</strong> experiments did we come<br />

to understand all aspects and fi nd ourselves<br />

able to reach <strong>the</strong> result. It was like climbing<br />

Mount Everest for <strong>the</strong> fi rst time (Utzon quoted<br />

in Weston 2004a: 131).<br />

The design solution for <strong>the</strong> shells was a major feat<br />

<strong>by</strong> Utzon and Ove Arup & Partners. Experimentation<br />

with new concrete forms such as shell and largescale<br />

concrete structures had been going on since<br />

<strong>the</strong> early 20th century. However, <strong>the</strong> construction <strong>of</strong><br />

a shell structure comparable to Utzon’s design had<br />

not previously been undertaken. Hence, <strong>the</strong>re was no<br />

precedent for Utzon, his architects or <strong>the</strong> engineers to<br />

follow in developing a design solution for <strong>the</strong> shells.<br />

37

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