Pages that link to "Item:Q381730"
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The following pages link to Exact truss topology optimization: allowance for support costs and different permissible stresses in tension and compression -- extensions of a classical solution by Michell (Q381730):
Displaying 12 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)
- Comments on the authors' reply by T. Sokół\ and T. Lewiñski (2011) to a discussion by Vazquez and Cervera (2011) on their research paper ({S}okół\ and Lewiñski 2010) (Q381671) (← links)
- On the optimality of Hemp's arch with vertical hangers (Q381811) (← links)
- New analytical benchmarks for topology optimization and their implications. I: Bi-symmetric trusses with two point loads between supports (Q381857) (← links)
- Exact least-volume trusses for two symmetric point loads and unequal permissible stresses in tension compression (Q381923) (← links)
- Exact analytical theory of topology optimization with some pre-existing members or elements (Q445465) (← links)
- Michell cantilevers constructed within trapezoidal domains. IV: Complete exact solutions of selected optimal designs and their approximations by trusses of finite number of joints (Q445499) (← links)
- Optimal tensegrity structures in bending: the discrete Michell truss (Q468227) (← links)
- An elementary exclusion principle for Michell trusses (Q694695) (← links)
- Extended exact solutions for least-weight truss layouts. I: Cantilever with a horizontal axis of symmetry. II: Unsymmetric cantilevers (Q1332914) (← links)
