Influence of cross correlation between nominal load and resistance on reliability-based design for simple linear soil-structure limit states

Cross correlations between nominal load and resistance terms in limit state functions for geotechnical soil–structure interaction problems can be expected. A closed-form solution for the reliability index for a simple linear limit state function is used to examine the influence of nominal load and r...

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Veröffentlicht in:	Canadian geotechnical journal 2018-02, Vol.55 (2), p.279-295
Hauptverfasser:	Lin, Peiyuan, Bathurst, Richard J
Format:	Artikel
Sprache:	eng
Schlagworte:	Accuracy Bias bias dependency conception basée sur la fiabilité Correlation Correlation analysis corrélation nominale coulissant Cross correlation dépendance biaisée Engineering research Failure analysis Geotechnical engineering geotechnical soil–structure interaction interaction sol–structure géotechnique Limit state design linear limit state Load Load factor design Load resistance Mathematical models Methods nominal correlation Parameter sensitivity Probability Probability theory pullout Reliability reliability-based design retiré Sensitivity analysis sliding Soil Soil stability Soil stabilization Soil structure Soil-structure interaction Soils Studies état limite linéaire
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