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2021 Vol.41, Issue 6 Preview Page

Geotechnical Engineering

1 December 2021. pp. 687-695
Abstract
References
1
Abrahamson, N. A. (1992). "Non-stationary spectral matching." Seismological Research Letters, Vol. 63, No. 1, pp. 30
2
Al Atik, L. and Abrahamson, N. (2010). "An improved method for nonstationary spectral matching." Earthquake Spectra, Vol. 26, No. 3, pp. 601-617. 10.1193/1.3459159
3
American Society of Civil Engineers (ASCE) (2010). Minimum design loads for building and other structures (ASCE 7-10). American Society of Civil Engineerig, Reston, Virginia. c2010.
4
European Committee for Standardization (CEN) (2004). ENV 1998-1: Eurocode 8: Design of structure for earthquake resistance-Part 1:general rules, seismic actions and rules for buildings, European Committee for Standardization, Brussels, Belgium. c2004.
5
Giaralis, A. and Spanos, P. D. (2009). "Wavelet-based response spectrum compatible synthesis of accelerograms - Eurocode application (EC8)." Soil Dynamics and Earthquake Engineering. Elsevier BV, Vol. 29, No. 1, pp. 219-235. 10.1016/j.soildyn.2007.12.002
6
Hancock, J., Watson-Lamprey, J., Abrahamson, N. A., Bommer, J. J., Markatis, A., McCoy, E. and Mendis, R. (2006). "An improved method of matching response spectra of recorded earthquake ground motion using wavelets." Journal of Earthquake Engineering, Vol. 10, pp. 67-89. 10.1080/13632460609350629
7
Hwang, H. J. and Park, H. C. (2013). "Development of a new method to consider uncertainty of 1-D soil profile for the probabilistic analysis." Journal of the Korean Geotechnical Society, Vol. 29, No. 3, pp. 41-50 (in Korean). 10.7843/kgs.2013.29.3.41
8
Hwang, H. J. and Park, H. C. (2014). "1-D probabilistic ground response analysis." Journal of the Earthquake Engineering Society of Korea, Vol. 18, No. 2, pp. 73-78 (in Korean). 10.5000/EESK.2014.18.2.073
9
Ministry of Land, Infrastructure and Transport (MOLIT) (2018). General seismic design (in Korean).
10
Ministry of Land, Infrastructure and Transport (MOLIT) (2019). Seismic design standards for buildings (in Korean).
11
Ministry Of the Interior and Safety (MOIS) (2018). Seismic design general application (in Korean).
12
Newland, D. E. (1993). An introduction to random vibrations, spectral and wavelet analysis, Dover USA, USA.
13
Newland, D. E. (1999). "Ridge and phase indectification in frequency analysis of transient signal by harmonic wavelet." Journal of Vibration and Acoustics, ASME, Vol. 121, No. 2, pp. 149-155. 10.1115/1.2893957
14
Park, H. C. and Kim, D. S. (2001). "Evaluation of the dispersive phase and group velocities using harmonic wavelet trasnform." NDT & E International, Vol. 34, No. 7, pp. 457-467. 10.1016/S0963-8695(00)00076-1
15
Spanos, P. D. (1983). "Divital synthesis of response-design spectrum compatable earthquake records for dynamic analyses." The Shock and vibration digest : a publication of the Shock and Vibration Information Center, Naval Research Laboratory, Vol. 15, No. 3, pp. 21-30. 10.1177/058310248301500306
Information
  • Publisher :Korean Society of Civil Engineers
  • Publisher(Ko) :대한토목학회
  • Journal Title :KSCE JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING RESEARCH
  • Journal Title(Ko) :대한토목학회 논문집
  • Volume : 41
  • No :6
  • Pages :687-695
  • Received Date :2021. 07. 01
  • Revised Date :2021. 07. 16
  • Accepted Date : 2021. 08. 03