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Soil Moduli and Damping Factors for Dynamic Response Analyses.


PB197869

Publication Date 1970
Personal Author Seed, H. B.; Idriss, I. M.
Page Count 48
Abstract The report summarizes the available data concerning the shear moduli and damping ratios for soils. Clearly more data on these dynamic characteristics is required, particularly for silts, clays and gravelly soils. However it is hoped that the data presented will serve as a useful guide in the selection of soil properties for dynamic response analyses and that other engineers might be encouraged to make available any additional data which would supplement that presented above. (Author)
Keywords
  • Soil dynamics
  • Earthquake resistant structures
  • Damping
  • Foundations
  • Loads(Forces)
  • Responses
  • Sands
  • Shear stress
  • Strains
  • Hysteresis
  • Vibration
  • Strain gages
  • Seismic waves
  • Construction
  • California
Source Agency
  • University of California Berkeley Structural Engineers and Mechanics
NTIS Subject Category
  • 50D - Soil & Rock Mechanics
  • 48A - Mineral Industries
  • 50 - Civil Engineering
Corporate Authors California Univ., Berkeley. Earthquake Engineering Research Center.
Supplemental Notes Prepared in cooperation with Shannon and Wilson Inc., and Agbabian-Jacobsen, Associates. Sponsored in part by Oak Ridge National Lab., Tenn.
Document Type Technical Report
NTIS Issue Number 197109
Soil Moduli and Damping Factors for Dynamic Response Analyses.
Soil Moduli and Damping Factors for Dynamic Response Analyses.
PB197869

  • Soil dynamics
  • Earthquake resistant structures
  • Damping
  • Foundations
  • Loads(Forces)
  • Responses
  • Sands
  • Shear stress
  • Strains
  • Hysteresis
  • Vibration
  • Strain gages
  • Seismic waves
  • Construction
  • California
  • University of California Berkeley Structural Engineers and Mechanics
  • 50D - Soil & Rock Mechanics
  • 48A - Mineral Industries
  • 50 - Civil Engineering
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