Sensitivity of one-dimensional seismic ground response analyses of marine land reclamation profiles to the consideration of earthquake causal rupture parameters in selection of input ground motions
Author:
Affiliation:
1. Schnabel Engineering
2. Jan De Nul
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/24/10_v10.OS-13-05/_pdf
Reference33 articles.
1. 1) Abrahamson, N.A., Silva, W.J., and Kamai, R. (2014). Summary of the ASK14 ground motion relation for active crustal regions. Earthquake Spectra, 30(3), 1025-1055.
2. 2) Ancheta, T.D., Darragh, R.B., Stewart, J.P., Seyhan, E., Silva, W.J., Chiou, B.S.J., Wooddell, K.E., Graves, R.W., Kottke, A.R., Boore, D.M. and Kishida, T., 2014. NGA-West2 database. Earthquake Spectra, 30(3), 989-1005.
3. 3) Arulrajah, A., Nikraz, H., and Bo, M. W. (2006). Assessment of marine clay improvement under reclamation fills by in-situ testing methods. Geotechnical and Geological Engineering, 24, 219-226.
4. 4Baker, J.W., and Jayaram, N. (2008). Correlation of spectral acceleration values from NGA ground motion models. Earthquake Spectra, 24(1), 299-317.
5. 5) Baker, J.W. (2011). Conditional mean spectrum: Tool for ground-motion selection. Journal of structural engineering, 137(3), 322-331.
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