Even though methods to estimate system reliability are being studied e
xtensively, the practical inclusion of system reliability at the level
of complex structures has not received much attention. In this paper,
an attempt has been made to implement the system reliability theories
and methods with respect to the transmission line tower using second-
order bounding and equivalent linear safety margin approaches. The pap
er also discusses important issues related to the non-linear force-def
ormation behaviour of the tower members under buckling failure. The cr
itical safety margins (failable members) are identified by automatic f
ailure mode generation by matrix formulation with the aid of the membe
r replacement technique. A complete computer program has been automate
d to compute the reliability of transmission towers. Practical towers
used to assess the reliability and illustrate the effectiveness of the
methods lead to the adaptation of a system-based reliability analysis
procedure.