Skip to main content

Correlating Peak Ground A/V Ratio with Ground Motion Frequency Content

  • Conference paper
  • First Online:
Book cover Recent Advances in Structural Engineering, Volume 2

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 12))

Abstract

Peak ground A/V ratio has been used an empirical parameter to estimate ground motion frequency content and categorize ground motion suites for performing nonlinear time history analyses of structures. Ground motions are usually classified into three subjective categories: low A/V, intermediate A/V, and high A/V to reflect low-, moderate-, and high-frequency contents, respectively. However, the relationship between A/V and frequency is very complex as the A/V ratio depends on faulting processes, distance from source to recording station, and local geological conditions. Frequency content of earthquake waves is represented by single-frequency parameters, such as mean period, \( T_{\text{m}} \), and predominant period, \( T_{\text{p}} \). In this paper, the relationship between A/V and frequency parameters is explored. Linear regression analyses are performed on data obtained from three major earthquakes. Regression analyses indicate that the predominant frequency content of the ground motion exhibits little or no correlation with A/V ratio. The A/V ratio may be used as an empirical parameter to obtain an estimate of only the mean frequency content of the ground motion.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 169.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 219.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 219.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  1. Jafarian Y, Kermani E, Baziar MH (2010) Empirical predictive model for the Vmax/Amax ratio of strong ground motions using genetic programming. Comput Geosci 36:1523–1531

    Article  Google Scholar 

  2. McGuire RK (1978) Seismic ground motion parameter relations. J Geotech Eng Div 104:481–490

    Google Scholar 

  3. Zhu TJ, Heidebrecht AC, Tso WK (1988) Effect of peak ground acceleration to velocity ration on ductility demands of inelastic systems. Earthquake Eng Struct Dynam 16:63–79

    Article  Google Scholar 

  4. Sawada T, Hirao K, Yamamoto H, Tsujihara O (1992) Relation between maximum amplitude ratio (A/V, AD/V2) and spectral parameters of earthquake ground motion. In: 10th world conference on earthquake engineering, Balkema, Rotterdam

    Google Scholar 

  5. Rathje EM, Abrahamson NA, Bray JD (1998) Simplified frequency content estimate of earthquake ground motions. J Geotech Geo-Environ Eng 124(2):150–159

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Kolluru V. L. Subramaniam .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2019 Springer Nature Singapore Pte Ltd.

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Garg, R., Vemuri, J.P., Subramaniam, K.V.L. (2019). Correlating Peak Ground A/V Ratio with Ground Motion Frequency Content. In: Rao, A., Ramanjaneyulu, K. (eds) Recent Advances in Structural Engineering, Volume 2. Lecture Notes in Civil Engineering , vol 12. Springer, Singapore. https://doi.org/10.1007/978-981-13-0365-4_6

Download citation

  • DOI: https://doi.org/10.1007/978-981-13-0365-4_6

  • Published:

  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-13-0364-7

  • Online ISBN: 978-981-13-0365-4

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics