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Development of Site Classification System and Modification of Design Response Spectra Considering Geotechnical Characteristics in Korea

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키워드

주제분류토목공학

초록

Site response analyses were performed based on equivalent linear technique using shear wave velocity profiles of 162 sites collected around the Korean peninsula. The site characteristics, particularly the shear wave velocities and the depth to the bedrock, are compared to those in the western United States. The results show that the site-response coefficients based on the mean shear velocity of the top 30m (VS30) suggested in the current code underestimates the motion in short-period ranges and overestimates the motion in mid-period ranges. The current Korean code based on UBC is required to be modified considering site characteristics in Korea for the reliable estimation of site amplification. From the results of numerical estimations, new regression curves were derived between site coefficients (Fa and Fv) and the fundamental site periods, and site coefficients were grouped based on site periods with reasonable standard deviations compared to site classification based on VS30. Finally, new site classification system and modification of design response spectra are recommended considering geotechnical characteristics in Korea.

Abstract

Site response analyses were performed based on equivalent linear technique using shear wave velocity profiles of 162 sites collected around the Korean peninsula. The site characteristics, particularly the shear wave velocities and the depth to the bedrock, are compared to those in the western United States. The results show that the site-response coefficients based on the mean shear velocity of the top 30m (VS30) suggested in the current code underestimates the motion in short-period ranges and overestimates the motion in mid-period ranges. The current Korean code based on UBC is required to be modified considering site characteristics in Korea for the reliable estimation of site amplification. From the results of numerical estimations, new regression curves were derived between site coefficients (Fa and Fv) and the fundamental site periods, and site coefficients were grouped based on site periods with reasonable standard deviations compared to site classification based on VS30. Finally, new site classification system and modification of design response spectra are recommended considering geotechnical characteristics in Korea.

참고문헌 (11)

  1. NEHRP, "Recommended Provisions for Seismic Regulationfor New Buildings", 1 2 (1994)
  2. NEHRP, "Recommended Provisions for Seismic Regulationfor New Buildings and Other Structures" (1997), FEMA 302[DOI]
  3. ICBO, "Uniform building code, Volume 2 -Structuralengineering design provisions", pp.492~ (1997), International Conference ofBuilding Officials
  4. CEN (Comite Europeen de Normalisaton), "prEN 1998-1-Eurocode 8: Design of Structures for Earthquake Resis-tance Part I : General Rule, seismic actions and rules forbuildings" (2001)
  5. Ministry of Construction and Transportation (MOCT), "Seismic Design Guide" (1997)
  6. MCEER-9-0010, "Site Factors and Site Categories inSeismic Codes, Ricardo Dobry" (1999), Ricardo Ramos and Maurice S
  7. Bardet, J.P, "ROSRINE data dissemination"
  8. Sun, C.G, "Geotechnical information system and siteamplification characteristics for earthquake ground motionsat inland of the Korean Peninsula" (2004)
  9. Schnabel, "a computer program for earthquake response analysis ofhorizontaly layered sites University of California Berkeley.Development of Site Clasification System and Modification of Design Response Spectra Considering Geotechnical Characteristics in Korea77" (1972)
  10. Idriss, "I. Users manual for SHAKE91 A computer program for conducting equivalent linearseismic response analysis of horizontally layered soildeposits University of California", pp.13~ (1992)
  11. D.S.Kim, "Dynamic Deformation Characteristics"

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