Skip to main content

Conditional Spectra

  • Reference work entry
  • First Online:
Encyclopedia of Earthquake Engineering

Synonyms

Conditional mean spectrum; Hazard-consistent ground motion selection; Response spectrum; Scenario spectrum; Spectral shape

Introduction

The conditional spectrum (CS) is a response spectrum that specifies the probability distribution of spectral accelerations, Sa, over a range of periods of vibration, T i , conditioned on spectral acceleration at a conditioning period, T*, of interest. The conditional spectrum utilizes the correlations between spectral accelerations at different periods (e.g., Baker and Jayaram 2008) to compute the expected (logarithmic mean) response spectrum (Baker and Cornell 2006; Baker 2011) and additionally account for the variability (variance) of the response spectra (Jayaram et al. 2011; Lin et al. 2013a). Assuming the distribution of logarithmic spectral accelerations is multivariate normal (Jayaram and Baker 2008), then the first two moments (i.e., the means, standard deviations, and correlations) fully describe the conditional spectrum. The CS...

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 1,799.99
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Hardcover Book
USD 2,999.99
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

  • Abrahamson NA, Al Atik L (2010) Scenario spectra for design ground motions and risk calculation. In: 9th US National and 10th Canadian conference on earthquake engineering, Toronto, 12 p

    Google Scholar 

  • Abrahamson NA, Bozorgnia Y, Boore D, Atkinson G, Campbell K, Silva W, Chiou B, Idriss IM, Youngs R (2008) Comparisons of the NGA ground-motion relations. Earthq Spectra 24(1):45–66

    Article  Google Scholar 

  • ASCE (2010) Minimum design loads for buildings and other structures. ASCE 7–10. American Society of Civil Engineers/Structural Engineering Institute, Reston

    Google Scholar 

  • Baker JW (2011) Conditional mean spectrum: tool for ground-motion selection. J Struct Eng 137(3):322–331

    Article  Google Scholar 

  • Baker JW, Cornell CA (2006) Spectral shape, epsilon and record selection. Earthq Eng Struct Dyn 35(9):1077–1095

    Article  Google Scholar 

  • Baker JW, Jayaram N (2008) Correlation of spectral acceleration values from NGA ground motion models. Earthq Spectra 24(1):299–317

    Article  Google Scholar 

  • Bradley BA (2010) A generalized conditional intensity measure approach and holistic ground-motion selection. Earthq Eng Struct Dyn 39(12):1321–1342

    Google Scholar 

  • Bradley BA (2012) A ground motion selection algorithm based on the generalized conditional intensity measure approach. Soil Dyn Earthq Eng 40:48–61

    Article  Google Scholar 

  • Carlton B, Abrahamson N (2014) Issues and approaches for implementing conditional mean spectra in practice. Bull Seismol Soc Am 104(1):503–512

    Google Scholar 

  • Cornell CA (1968) Engineering seismic risk analysis. Bull Seismol Soc Am 58(5):1583–1606

    Google Scholar 

  • Cornell CA, Krawinkler H (2000) Progress and challenges in seismic performance assessment. PEER Center News 3(2):1–3

    Google Scholar 

  • Gulerce Z, Abrahamson NA (2011) Site-specific design spectra for vertical ground motion. Earthq Spectra 27(4):1023–1047

    Article  Google Scholar 

  • Haselton CB, Deierlein GG (2007) Assessing seismic collapse safety of modern reinforced concrete frame buildings. Technical report, 2007/08. Pacific Earthquake Engineering Research Center, University of California, Berkeley

    Google Scholar 

  • Jayaram N, Baker JW (2008) Statistical tests of the joint distribution of spectral acceleration values. Bull Seismol Soc Am 98(5):2213–2243

    Article  Google Scholar 

  • Jayaram N, Lin T, Baker JW (2011) A computationally efficient ground-motion selection algorithm for matching a target response spectrum mean and variance. Earthq Spectra 27(3):797–815

    Article  Google Scholar 

  • Katsanos EI, Sextos AG, Manolis GD (2010) Selection of earthquake ground motion records: a state-of-the-art review from a structural engineering perspective. Soil Dyn Earthq Eng 30(4):157–169

    Article  Google Scholar 

  • Lin T, Baker JW (2011) Probabilistic seismic hazard deaggregation of ground motion prediction models. In: 5th international conference on earthquake geotechnical engineering, Santiago, 12 p

    Google Scholar 

  • Lin T, Baker JW (2013) Introducing adaptive incremental dynamic analysis: a new tool or linking ground motion selection and structural response assessment. In: 11th international conference on structural safety and reliability. CRC Press, New York, 8 p

    Google Scholar 

  • Lin T, Harmsen SC, Baker JW, Luco N (2013a) Conditional Spectrum computation incorporating multiple causal earthquakes and ground-motion prediction models. Bull Seismol Soc Am 103(2A):1103–1116

    Article  Google Scholar 

  • Lin T, Haselton CB, Baker JW (2013b) Conditional spectrum-based ground motion selection. Part I: hazard consistency for risk-based assessments. Earthq Eng Struct Dyn 42(12):1847–1865

    Article  Google Scholar 

  • Lin T, Haselton CB, Baker JW (2013c) Conditional spectrum-based ground motion selection. Part II: intensity-based assessments and evaluation of alternative target spectra. Earthq Eng Struct Dyn 42(12):1867–1884

    Article  Google Scholar 

  • Loth C, Baker JW (2013) Reliability-based calibration of design seismic response spectra and structural acceptance criteria. In: 11th international conference on structural safety and reliability. CRC Press, New York, 8 p

    Google Scholar 

  • McGuire RK (1995) Probabilistic seismic hazard analysis and design earthquakes: closing the loop. Bull Seismol Soc Am 85(5):1275–1284

    Google Scholar 

  • Naeim F, Lew M (1995) On the use of design spectrum compatible time histories. Earthq Spectra 11(1):111–127

    Article  Google Scholar 

  • NIST (2011) Selecting and scaling earthquake ground motions for performing response-history analyses. NIST GCR 11-917-15 (ATC 82). Prepared by the NEHRP Consultants Joint Venture for the National Institute of Standards and Technology, Gaithersburg, 256 p

    Google Scholar 

  • Wang G (2011) A ground motion selection and modification method capturing response spectrum characteristics and variability of scenario earthquakes. Soil Dyn Earthq Eng 31(4):611–625

    Article  MATH  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Ting Lin .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2015 Springer-Verlag Berlin Heidelberg

About this entry

Cite this entry

Lin, T., Baker, J. (2015). Conditional Spectra. In: Beer, M., Kougioumtzoglou, I.A., Patelli, E., Au, SK. (eds) Encyclopedia of Earthquake Engineering. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-35344-4_386

Download citation

Publish with us

Policies and ethics