Structural reliability

Structural reliability is about applying Reliability engineering theories to Buildings and, more generally, structural analysis. It is a probabilistic measure of structural safety. The reliability of a structure is defined the probability of complement of failure $({\text{Reliability}}=1-{\text{Probability of Failure}})$. The failure occurs when the total loads is larger than total resistance of the structure. Structural reliability has become known as a design philosophy in the twenty-first century, and it might replace traditional deterministic ways of design and maintenance.

Theory

When loads and resistances are explicit and have their own independent function, the probability of failure could be formulated as follows.

$P_{f}=\int _{0}^{\infty }F_{R}(s)f_{s}(s)\,ds\qquad \mathrm {(1)}$

where $P_{f}$is the probability of failure, $F_{R}(s)$is the cumulative distribution function of resistance (R), and $f_{s}(s)$is the is the probability density of load (S).

However, in most cases the distribution of loads and resistances are not independent and the probability of failure is defined via the following more general formula.

$P_{f}=\int \int \int _{G(X)}f_{X}(X)\,dX\qquad \mathrm {(2)}$

where 𝑋 is the vector of the basic variables, and G(X) that is called is the limit state function could be a line, surface or volume that the integral is taken on its surface.

Solution approaches

Analytical solutions

In some cases when load and resistance are explicitly expressed (such as equation (1) above), and their distributions are normal , the integral of equation (1) has a closed-form solution as follows.

$p_{f}=1-\Phi (\beta ),$$\beta ={\frac {\mu _{R}-\mu _{S}}{\sqrt {\sigma _{R}^{2}+\sigma _{S}^{2}}}}\qquad \mathrm {(3)}$

Simulation

In most cases load resistance are not normally distributed. Therefore, solving the integrals of equations (1) and (2) analytically is impossible. Using Monte Carlo simulation is an approach that could be used in such cases.