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  • Edsjö, Joakim, et al. (författare)
  • WIMP searches with AMANDA-B10
  • 2001
  • Ingår i: The Identification Of Dark Matter. - : World Scientific. - 9789810246020 ; , s. 499-505
  • Bokkapitel (övrigt vetenskapligt/konstnärligt)
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  • Milligan, M., et al. (författare)
  • Preface : Wind Power Myths Debunked
  • 2012
  • Ingår i: Wind Power in Power Systems, Second Edition. - : John Wiley and Sons. ; , s. 7-20
  • Bokkapitel (refereegranskat)abstract
    • Wind power use has grown significantly in recent years. As power system planners, investors, and other stakeholders evaluate the development of wind power plants, many questions about wind power plant operational characteristics have arisen. These questions range from asking whether wind power plants require storage, to how fast can wind power plants' output fall to zero. Recent experience in operating power systems with increasing levels of wind power, along with a significant body of analysis, has provided answers to many of these questions. In this chapter, we discuss many of these key questions and answers drawing on international experience and analysis of wind power plant operations. 
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  • Ryden, N., et al. (författare)
  • Multichannel analysis of seismic waves for layer moduli evaluation of pavements
  • 2022
  • Ingår i: Bearing Capacity Of Roads Railways and Airfields. - London : CRC Press. - 9789058093967 - 9781000108101 ; , s. 705-714
  • Bokkapitel (refereegranskat)abstract
    • Results from the application of a new seismic technique for non-destructive testing of pavement layer moduli are presented. The method is based on the multichannel analysis of surface waves (MASW) method and multichannel simulation with one receiver (MSOR). The MSOR method uses one accelerometer (receiver), a light hammer (source), and a single-channel recording device to generate a simulated multichannel record in a fast and simple manner. In the case study presented, the dispersion curve of surface waves shows different branches associated with the layers of different stiffness. From an objective observation of branches, seismic velocities, and resonant frequencies we evaluate the total number of layers with different stiffness properties, the dynamic E-modulus, Poisson's ratio, and thickness of the top asphalt layers. We propose using this information in the back-calculation of Falling Weight Deflectometer (FWD) data.
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  • Resultat 1-6 av 6

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