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Systematic procedures are formulated to assess the stability of a conductor's wind and ice loaded static profile by employing a multiple-degree-of-freedom finite element model.
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A robust design procedure is formulated in order to select suitable pole locations.
The design procedure is formulated in terms of Linear Matrix Inequalities.
The design procedure is formulated in terms of Lie derivatives and Lie brackets.
This searching procedure is formulated in the form of an optimization problem.
The design procedure is formulated using a set of linear matrix inequalities, and leverages delayed (or fixed-lag) estimates.
The design procedure is formulated as a multi-objective optimization problem which is solved by a specific optimization algorithm.
The procedure is formulated in detail with special reference to churches, and illustrated on two example cases.
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