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A design optimisation methodology based on structural reliability of beam reinforced composite shell structures with non-linear geometric behaviour is proposed.
Based on structural reliability theories, partial factors for resistance of HSS were eventually calibrated.
To be more accurate to consider the influence of environment on the asphalt pavement, based on structural reliability theory gradation and porosity of asphalt mixture are proposed to be added into design indexes, on the same time it is proposed that detection should depend on the core samples drilled on the spot and the bond status of interlayer should be included in the acceptance indicators.
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A much simpler approach based on structural systems reliability theory is proposed.
An assessment procedure based on structural system reliability principles, has been developed for highway bridges with concrete or composite decks.
The reliability-based integrated design (RID) directly checks the structural system limit states and the corresponding system reliability, based on structural nonlinear analysis.
Therefore, the intervals of time for periodic structural maintenance procedures, based on structural safety, are achieved when the reliability index calculated using the proposed model reaches the target reliability index stated by analyst.
The SVM is based on structural risk minimization theory [46].
SVM algorithms are based on structural risk minimization.
While Incremental SVM is based on structural risk minimization.
The optimization principle is based on structural risk minimization (SRM).
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