Abstract
A frequency domain analysis for seismic site response and liquefaction potential is developed. The analysis is based upon a nonstationary random vibration theory. The model uses an effective pore pressure to account for softening due to pore pressure development. Results of the analysis include the variation of the statistical parameters for acceleration, shear strain, shear stress, and pore pressure with time and depth and seismic fragility curves that express liquefaction potential as a function of the root mean square of acceleration and duration.
| Original language | English (US) |
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| Title of host publication | Probab Methods Civ Eng Proc 5th ASCE Spec Conf |
| Publisher | Publ by ASCE |
| Pages | 1-4 |
| Number of pages | 4 |
| ISBN (Print) | 0872626598 |
| State | Published - Dec 1 1988 |
| Externally published | Yes |
| Event | Probabilistic Methods in Civil Engineering, Proceedings of the 5th ASCE Specialty Conference - Blacksburg, VA, USA Duration: May 25 1988 → May 27 1988 |
Publication series
| Name | Probab Methods Civ Eng Proc 5th ASCE Spec Conf |
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Other
| Other | Probabilistic Methods in Civil Engineering, Proceedings of the 5th ASCE Specialty Conference |
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| City | Blacksburg, VA, USA |
| Period | 5/25/88 → 5/27/88 |
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ASJC Scopus subject areas
- Engineering(all)
Cite this
Kavazanjian, E., & Wang, J. N. (1988). Frequency domain site response with pore pressure. In Probab Methods Civ Eng Proc 5th ASCE Spec Conf (pp. 1-4). (Probab Methods Civ Eng Proc 5th ASCE Spec Conf). Publ by ASCE.