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Precasting for Oakland coliseum complex
Prominent features are 420-ft diam free span arena roof and 52,000-seat stadium; to precast 1627 seat forms and nearly 200 roof members, precasting yards on site were set up; design solved conversion from baseball to football seating arrangement in stadium by movable infield seat sections; arena will rise 100 ft above ground; 6×6 ft reinforced concrete wall will act as compression ring and 45-ft diam 3×3.5 ft steel ring as tension ring; after ninety-six 2 3/8-in. diam cables with Teflon shoes have been strung between rings, precast concrete ribs, with longitudinal grooves, will be placed over each cable; each rib will add 25 tons and after initial dead load has been placed center tension ring will be depressed 31 1/2 ft.
Precasting for Oakland coliseum complex
Prominent features are 420-ft diam free span arena roof and 52,000-seat stadium; to precast 1627 seat forms and nearly 200 roof members, precasting yards on site were set up; design solved conversion from baseball to football seating arrangement in stadium by movable infield seat sections; arena will rise 100 ft above ground; 6×6 ft reinforced concrete wall will act as compression ring and 45-ft diam 3×3.5 ft steel ring as tension ring; after ninety-six 2 3/8-in. diam cables with Teflon shoes have been strung between rings, precast concrete ribs, with longitudinal grooves, will be placed over each cable; each rib will add 25 tons and after initial dead load has been placed center tension ring will be depressed 31 1/2 ft.
Precasting for Oakland coliseum complex
Western Construction
Western Construction ; 40
1965
Aufsatz (Zeitschrift)
Englisch
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Pile foundation for Oakland Coliseum
Engineering Index Backfile | 1967
|SOM - SOM Works: Photographs by Ezra Stoller - Oakland Alameda Coliseum-California
Online Contents | 2002
Engineering Index Backfile | 1941
British Library Online Contents | 2006
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