Аннотация
A revi- of an Electric Power Research Institute
(EPRI) project to develop design aids for the
calculation of longitudinal forces and displacements
in transmission line structures caused by broken wire
or differential ice disturbances is presented.
Emphasis is given to results from an equilibrium
solution based on a nonlinear stiffness analysis of
the line system in which flexibility of the support
structures is considered. An outline of a recollllll!nded
procedure for design of a line system utilizing aids
developed in the course of this work is also
presented.
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