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Bernt J. Leira
Researcher at Norwegian University of Science and Technology
Publications - 188
Citations - 1597
Bernt J. Leira is an academic researcher from Norwegian University of Science and Technology. The author has contributed to research in topics: Mooring & Monte Carlo method. The author has an hindex of 16, co-authored 162 publications receiving 1095 citations.
Papers
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Journal ArticleDOI
Environmental contours based on inverse SORM
Wei Chai,Bernt J. Leira +1 more
TL;DR: A more conservative ISORM (inverse second order reliability method) contour is proposed, which means that the failure domain in the U space would always be overestimated since the corresponding safe domain is approximated and underestimated as a sphere, regardless of the shapes of the failure surfaces.
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System Reliability Analysis by Monte Carlo Based Method and Finite Element Structural Models
TL;DR: In this paper, a Monte Carlo-based method was proposed for system reliability estimation that aims at reducing the computational cost of the simulation of complex structural systems, which has several attractive features for structural system reliability, the most important being that the system failure criterion is usually relatively easy to check almost irrespective of the complexity of the system.
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A new combination of conditional environmental distributions
Jan-Tore H. Horn,Elzbieta M. Bitner-Gregersen,Jørgen R Krokstad,Bernt J. Leira,Jørgen Amdahl +4 more
TL;DR: In this article, a joint distribution of all relevant environmental parameters used in design of offshore structures including directional components is presented, along with a novel procedure for dependency modelling between wind and wind sea.
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Statistics of local ice load peaks on ship hulls
TL;DR: In this paper, the authors focus on statistical inference in relation to the peak process of local ice loading on ship hulls, which comprises selection of a statistical model (by means of P-P plot, Q-Q plot, and probability paper), parameter estimation (By means of LSM, MoM, and MLE), evaluation of the confidence interval of the estimators, and goodness-of-fit testing of the initial distribution.
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Inhomogeneous wave load effects on a long, straight and side-anchored floating pontoon bridge
TL;DR: In this paper, the authors present a numerical study on the hydroelastic response of a 4.6 km long fjord crossing floating bridge subjected to wave loads, and examine the various effects of inhomogeneous wave loads on the dynamic responses of the floating bridge.