Pages that link to "Item:Q809688"
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The following pages link to Michell layouts for various combinations of line supports. I (Q809688):
Displaying 19 items.
- Different effects of economic and structural performance indexes on model construction of structural topology optimization (Q314697) (← links)
- Analytical benchmarks for topological optimization. IV: Square-shaped line support (Q373960) (← links)
- A general boundary approach to the construction of Michell truss structures (Q381327) (← links)
- On symmetry and non-uniqueness in exact topology optimization (Q381568) (← links)
- Domain augmentation and reduction in structural topology optimization (Q381661) (← links)
- On the solution of the three forces problem and its application in optimal designing of a class of symmetric plane frameworks of least weight: discussion on the Michell class concept (Q381669) (← links)
- Michell structures formed on surfaces of revolution (Q438470) (← links)
- Exact analytical theory of topology optimization with some pre-existing members or elements (Q445465) (← links)
- Exact analytical solutions for some popular benchmark problems in topology optimization. II: Three-sided polygonal supports (Q445505) (← links)
- On plane Prager-structures. I (Q584983) (← links)
- Optimal design of a class of symmetric plane frameworks of least weight: reply to the paper: Vázquez Espí\ and Cervera Bravo (2011) on the solution of the three forces problem and its application in optimal designing of a class of symmetric plane framew (Q591527) (← links)
- An elementary exclusion principle for Michell trusses (Q694695) (← links)
- Optimal layout of long-span truss-grids. I (Q1064850) (← links)
- Optimal layout of long-span truss-grids II (Q1064851) (← links)
- Extended exact solutions for least-weight truss layouts. I: Cantilever with a horizontal axis of symmetry. II: Unsymmetric cantilevers (Q1332914) (← links)
- Michell trusses in two dimensions as a \(\Gamma \)-limit of optimal design problems in linear elasticity (Q1688768) (← links)
- Optimum structure to carry a uniform load between pinned supports: exact analytical solution (Q3088946) (← links)
- MICHELL TRUSSES AND LINES OF PRINCIPAL ACTION (Q3545962) (← links)
- Flow ratio design of primal and dual network models of distribution (Q4831779) (← links)