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Optimization of Steel Pile Foundations Using Optimality Criteria
The layout of steel piles is optimized to find the least weight structure. The pile cross-sections and the pile orientations (batters) are varied using optimality criteria. The handling of topological variables by the optimality criteria approach is thoroughly discussed. Several examples are given. One example is a retaining wall for which a two-dimensional pile layout can be used to represent a segment of the wall. Another example is a control tower. Four other examples are dam structures. Anchorage, Steel piling, Piling, Structural optimization.
Optimization of Steel Pile Foundations Using Optimality Criteria
The layout of steel piles is optimized to find the least weight structure. The pile cross-sections and the pile orientations (batters) are varied using optimality criteria. The handling of topological variables by the optimality criteria approach is thoroughly discussed. Several examples are given. One example is a retaining wall for which a two-dimensional pile layout can be used to represent a segment of the wall. Another example is a control tower. Four other examples are dam structures. Anchorage, Steel piling, Piling, Structural optimization.
Optimization of Steel Pile Foundations Using Optimality Criteria
A. S. Hoback (author) / K. Z. Truman (author)
1992
93 pages
Report
No indication
English
Civil Engineering , Construction Equipment, Materials, & Supplies , Dams , Structural steel , Cross sections , Optimization , Steel , Structures , Towers , Two dimensional , Variables , Walls , Weight , Pile structures , Foundations(Structures) , Stress analysis , Strength weight ratio , Numerical methods and procedures , Orientation(Direction) , Load distribution , Iterations , Pile Foundations , Design criteria , HP-14 Steel
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