Search

Search Funnelback University

Search powered by Funnelback
1 - 8 of 8 search results for TALK:PC53 20 |u:www3.eng.cam.ac.uk where 0 match all words and 8 match some words.
  1. Results that match 1 of 2 words

  2. Boundary Conditions at Walls for CMC

    www3.eng.cam.ac.uk/~em257/LectNotes_all.pdf
    3 Feb 2013: 2 (pp. 6-20) for the. atmospheric structure. For those who like chemistry and who want to follow Air Quality. ... 5R18: Environmental Fluid Mechanics Pollution dispersion in the environment. 20. Example 2.3.
  3. A computationally efficient model to simulate vibrations in buildings …

    www3.eng.cam.ac.uk/~hemh1/theses/masterpaper_JonasCoene.pdf
    27 Jan 2013: The EDT is developed at the Structural Mechanics division of KU Leuven[20]. ... tunnel soil interface.Due to the infinite extent of the soil, the equations (2.20) describing the continuum.
  4. Chapter 5

    www3.eng.cam.ac.uk/~hemh1/theses/HusseinPhD.pdf
    28 Jan 2013: the human-head resonates around 20-40 Hz and hence it makes the person sensitive to. ... GERB, Germany [36]). CHAPTER 2: LITERATURE REVIEW 20. For old underground tunnels with directly-fixed slab or ballasted track, use of.
  5. Ground Vibration from Underground Railways: How Simplifying…

    www3.eng.cam.ac.uk/~hemh1/theses/Thesis_SimonJones2010.pdf
    27 Jan 2013: Simon JonesCambridgeSeptember 2010. “Traditional scientific method has always been at the very best 20-20 hind-. ... 61. 3.20 Insertion gain for VL-1. 62. 3.21 Insertion gain for VL-2.
  6. Modelling of Ground Vibration from Underground Railways

    www3.eng.cam.ac.uk/~hemh1/theses/PhD_thesis_JAForrest.pdf
    27 Jan 2013: Modelling of Ground Vibration. from. Underground Railways. A dissertation submitted to the University of Cambridge. for the degree of Doctor of Philosophy. by. James Alexander Forrest. Pembroke College. June 1999. ii. to my parents. iii. PREFACE.
  7. On the Performance of Base-Isolated Buildings: A Generic Model ...

    www3.eng.cam.ac.uk/~hemh1/theses/JamesTalbotPhD.pdf
    3 Mar 2013: 20. 2.3.2 Generic Design Principles. 22. 2.3.3 Rubber Bearings for Base Isolation. ... design a structure with vibration levels within the BS 6472 Category 4 curve [20] by adjusting.
  8. thesisabstract

    www3.eng.cam.ac.uk/~hemh1/theses/ThesisMarwala.pdf
    27 Jan 2013: To test the proposed methods experimentally, vibration data from a population of 20 steel. ... AND MODAL PROPERTIES. 20. 2.1. Introduction. 20. 2.2. Modal properties. 21.
  9. Vibration from Underground Railways: Considering Piled Foundations…

    www3.eng.cam.ac.uk/~hemh1/theses/KirstyKuothesis.pdf
    29 Jan 2013: 80. 2.20 Net power flow through a single pile subject to axial pile-head excitation,plotted as a function of dimensionless frequency. ... 1.1). where T is the time period, p0 is the reference sound pressure of 20 µPa and pA is the.

Refine your results

Search history

Recently clicked results

Recently clicked results

Your click history is empty.

Recent searches

Recent searches

Your search history is empty.