Journal of the Earthquake Engineering Society of Korea (한국지진공학회논문집)

Earthquake Engineering Society of Korea (한국지진공학회)
권호 표지
DOI QR코드

DOI QR Code

Overview on Standards for Soil-Structure Interaction Analysis used in Design of Infrastructure

일반 시설물의 지반-구조물 상호작용 해석 기준에 대한 고찰

  • 김현욱 (한수원 중앙연구원) ;
  • 하정곤 (한국과학기술원 건설환경공학과) ;
  • 김동수 (한국과학기술원 건설환경공학과) ;
  • 주광호 (한수원 중앙연구원)
  • Received : 2017.04.07
  • Accepted : 2017.07.20
  • Published : 2017.09.01
Download PDF
⟨ Previous Next ⟩

Abstract

This study reviews concepts, theories and formulas included in standards on soil-structure interaction and also shows practical example of application for engineers. Real structures are 3 dimensional and multi degree of freedom but they are often idealized to single degree of freedom for convenience. In this study, detailed procedures to calculate soil spring constants and damping coefficients and method to model soil-structure system are explained. Additionally, case studies to judge fixed base condition and evaluation of applicability of simple analysis method based on response spectra are performed.

Keywords

References

  1. FEMA. Improvement of nonlinear static seismic analysis procedures, FEMA 440, Washington, DC. c2004.
  2. Korean Geotechnical Society. Commentary for Foundation Design Code. c2015. 847 p.
  3. Architectural Institute of Korea. Korea Building Code and Commentary. c2009.
  4. Stewart JP, Seed RB, Fenves GL. Empirical Evaluation of Inertial Soil Structure Interaction. Report No.Peer-98/07. c1998.
  5. ASCE. Seismic Analysis of Safety-Related Nuclear Structures and Commentary ASCE Standard 4-98. c1999.
  6. US NRC. Seismic System Analysis. Standard Review Plan 3.7.2. c2007.
  7. Stewart JP. Kim S. Bielak J. Dobry R. Power MS. Revisions to soil-structure interaction procedures in NEHRP design provisions. Earthquake Spectra. 2003 Aug;19(3):677-696. https://doi.org/10.1193/1.1596213
  8. Wong HL. Luco JE. Tables of impedance functions for square foundations on layered media. Soil Dynamics and Earthquake Engineering. 1985;4(2):64-81. https://doi.org/10.1016/0261-7277(85)90002-6
  9. Wolf JP. Dynamic Soil-Structure Interaction: Prentice Hall. Englewood Cliffs; c1985.
  10. Veletsos AS. Verbic B. Vibration of viscoelastic foundations. Earthquake Engineering and Structural Dynamics. 1973;2(1):87-102 https://doi.org/10.1002/eqe.4290020108
  11. Aspel RJ. Luco JE. Impedance functions for foundations embedded in a layered medium: an integral equation approach. Earthquake Engineering and Structural Dynamics. 1987;15(2):213-231. https://doi.org/10.1002/eqe.4290150205
  12. EPRI. Engineering Technical Training Modules for Nuclear Plant Engineers(Civil/Structural Series: Module #5) - Soil Structure Interaction(1010808). c2005.
  13. Stewart JP. Fenves GL. Seed RB. Seismic Soil-Structure Interaction in Buildings. I: Analytical Methods. Journal of Geotechnical and Geoenvironmental Engineering. 1999 Jan;125(1):26-37. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:1(26)