Sentence examples for multiple limit states from inspiring English sources
Numerical examples demonstrating the feasibility of considering multiple limit states and system reliability requirements in the design of laterally loaded piles are presented.
A modified version of this new method – for estimating fragilities for multiple limit states simultaneously – also provides similar results while reducing the level of statistical computation.
The output was the derivation of blast fragility surfaces and probabilistic pressure impulse diagrams at multiple limit states which may be used for quantitative risk analysis and performance-based design/assessment.
Numerical investigations have revealed that these factors sometimes significantly affect the optimum reliability, but not the life-cycle cost or the design point for both single and multiple limit states.
The method allows for the computation of the values of selected independent design variables (beams and column cross-sections and reinforcement) leading to the attainment or non-exceedance of pre-defined MAFs for multiple limit states.
The main objective of this study is to calculate the collapse margins and mean annual frequency of collapse as the performance metrics employing displacement-based fragility curves for multiple limit states from concrete cracking to structural collapse in the near-fault areas.
The methods for calculating these bounds are applicable to systems having multiple limit state functions and are not subject to difficulties when there are multiple critical parameter points.
Moreover, the failure of structural systems is governed by multiple limit-state functions, all of which are to be taken into consideration for determining its safety.
Multiple column limit states are considered, including section-based and fiber-based limit states.
This paper proposes a methodology to apply Bayesian networks to structural system reliability reassessment, with the incorporation of two important features of large structures: (1) multiple failure sequences, and (2) correlations between component-level limit states.
Others would limit states' flexibility.
