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Publications tagged with [first order second moment]

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<p>The design of a shallow foundation with eccentric loading is presented for the ultimate limit state of the bearing resistance, according to the formulation presented in annex D of NP EN 1997-1:2010. Probabilistic and deterministic methods were used. Concerning ...
Reference: ISGSR 2011 - Vogt, Schuppener, Straub & Bräu (eds) - © 2011 Bundesanstalt für Wasserbau
The paper initially reviews some established probabilistic analysis techniques, such as the First Order Second Moment (FOSM), and the First Order Reliability Method (FORM), and then goes on to describe a more rigorous approach called the Random Finite Element ...
Reference: Proc. 11th Int. Conf. on Computer Methods and Advances in Geomechanics (IACMAG 05), Turin, Italy, eds. G. Barla and M. Barla