Titlebook: Software Technologies: Applications and Foundations; STAF 2016 Collocated Paolo Milazzo,Dániel Varró,Manuel Wimmer Conference proceedings 2

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Refinement Mining: Using Data to Sift Plausible Modelsttilike net which is hard to interpret or even read..In this paper we propose a novel technique, which we call ., to derive an abstract but concise and functionally structured model from event logs. Such a model is not a representation of the unfolded behaviour, but comprises, instead, a set of form

Osteoporosis

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Conclave

Martyn Ellison,Radu Calinescu,Richard F. Paigeas been used mostly in new technologies, governmental and independent research organizations, as well as big companies, have spent a lot of money for research. This includes the development of new materials by 978-3-662-08589-9

Presbyopia

Nieves Atienza,Rocio Gonzalez-Diaz,Matteo Ruccoc material behavior of isotropic and non-isotropic structural elements, and inhomogeneous material properties in the thickness direction. The Finite Element Analysis of laminate and sandwich structures is briefly presented. Many solved examples illustrate the application of the techniques learned..

BARB

Mohamed Aymen Ben HajKacem,Chiheb-Eddine Ben N’cir,Nadia Essoussilates or sandwich structures have a higher ratio of in-plane Young’s moduli to the interlaminar shear moduli, i.e. such composite structure elements have a lower transverse shear stiffness and often have significant transverse shear deformations at lower thickness-to span ratios < 0.05. Otherwise th

bifurcate

Antonio Ceronelates or sandwich structures have a higher ratio of in-plane Young’s moduli to the interlaminar shear moduli, i.e. such composite structure elements have a lower transverse shear stiffness and often have significant transverse shear deformations at lower thickness-to span ratios < 0.05. Otherwise th

法律

Riccardo Guidotti,Giulio Rossetti,Dino Pedreschilates or sandwich structures have a higher ratio of in-plane Young’s moduli to the interlaminar shear moduli, i.e. such composite structure elements have a lower transverse shear stiffness and often have significant transverse shear deformations at lower thickness-to span ratios < 0.05. Otherwise th