FLUTTER STABILITY ANALYSIS FOR CABLE-STAYED BRIDGES
FLUTTER STABILITY ANALYSIS FOR CABLE-STAYED BRIDGES
FLUTTER STABILITY ANALYSIS FOR CABLE-STAYED BRIDGES
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NUMERICAL EXAMPLE<br />
Stuctural parameters:<br />
Pre-stressed concrete cable-stayed bridge taken into consideration<br />
for demonstration of the flutter analytical methods.<br />
A symmetrical span arrangement: 40.4m+97m+40.5m=178m<br />
Fig 7. Layout of cable-stayed bridge for numerical example<br />
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