Optimization
for Truss, Frame and Dome
New
work: Evolution optimization
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Axial loaded column
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Initial sections
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Optimized sections
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Evolution process
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Evolution optimized frame
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Initial sections
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Optimized sections
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Optimization
for Triangle truss
Span:
20m, Height 6m, Initial Section: 10000mm2, Initial Weight: 5.68ton
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Case 1: Fix Two
Ends, Load: 500KN, Weight After Optimization: 0.829ton, Save 85.5% |
 |
 |
Case 2: Fix Two
Ends, Load: 500KN*3, Weight After Optimization: 2.01ton, Save 64.5% |
 |
 |
Case 3: Fix One
Ends, Load: 500KN*3, Weight After Optimization: 3.11ton, Save 45.2% |
 |
 |
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