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Thursday, April 23, 2020 | History

3 edition of Inelastic response to site-modified ground motions found in the catalog.

Inelastic response to site-modified ground motions

Robert V. Whitman

Inelastic response to site-modified ground motions

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  • 31 Currently reading

Published by Dept. of Civil Engineering, School of Engineering, Massachusetts Institute of Technology, Available from National Technical Information Service, U.S. Dept. of Commerce in Cambridge, Springfield, Va .
Written in English

    Subjects:
  • Buildings -- Earthquake effects,
  • Earth movements,
  • Structural dynamics

  • Edition Notes

    Statementby Robert V. Whitman, John N. Protonotarios.
    SeriesPublication ; no. R77-11, Seismic design decision analysis. Report -- no. 31
    ContributionsProtonotarios, John Nikolas, joint author.
    Classifications
    LC ClassificationsTH1095 .W47 1977, TA1.M41 C58 no.R77-, 11
    The Physical Object
    Pagination[10], 20, [20] p. :
    Number of Pages20
    ID Numbers
    Open LibraryOL22526769M
    LC Control Number2007467466


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in frequency domain. The dominant period ranges, of the recorded ground motions at the wind farm sites, were around –1 s and on the other hand the periods of the offshore wind turbine systems are in the range of 3 s.

The book is divided into three parts; the first part is theoretical and is intended to give an introduction to the nature of earthquakes where it treats the dynamic aspects of the effect of earthquakes on structures.

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Site Response Analysis - Two Steps (1) Modeling the soil profile (2) Calculating the site-modified time histories or other motions at various level within the profile, typically, at the ground surface Instructional Material Complementing FEMADesign Examples Geotechnical - File Size: 1MB.

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Instructional Material Complementing FEMADesign Examples. Geotechnical. To satisfy the strength requirements a platform should be designed for ground motions having an average recurrence interval determined in accordance with Section The intensity of ground motion which may occur during a rare intense earthquake should be determined in order to decide whether a special analysis is required to meet the.

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