Exact higher-order sensitivity and variation of earthquake energy input in soil-structure interaction system

Advances in Structural Engineering

Volumn 9, Issue 5, 2006, Pages 653-668

  Kishida, Akiko ^a   Takewaki, Izuru ^a  

^a KYOTO UNIVERSITY   (Japan)

Author keywords

Earthquake input energy; Frequency domain analysis; Higher order response sensitivity; Soil structure interaction; Taylor series expansion; Uncertainty analysis

Indexed keywords

DAMPING; EARTHQUAKES; FREQUENCY DOMAIN ANALYSIS; MATHEMATICAL MODELS; PARAMETER ESTIMATION; SEISMOLOGY; STIFFNESS;

EARTHQUAKE INPUT ENERGY; HIGHER ORDER RESPONSE SENSITIVITY; SOIL STRUCTURE INTERACTION; TAYLOR SERIES EXPANSION; UNCERTAINTY ANALYSIS;

SOIL STRUCTURE INTERACTIONS;

EID: 33751167231     PISSN: 13694332     EISSN: 13694332     Source Type: Journal    
DOI: 10.1260/136943306778827574     Document Type: Article

References (28)

1. Akiyama, H. (1985). Earthquake Resistant Limit-State Design for Buildings. University of Tokyo Press, Tokyo, Japan.
2. Anderson, J.C. and Bertero, V.V. (1987). "Uncertainties in establishing design earthquakes", Journal of Structural Engineering, ASCE, Vol. 113, No. 8, pp. 1709-1724.
3. Chopra, A.K. (1995). Dynamics of Structures: Theory and Applications to Earthquake Engineering. Prentice-Hall: Englewood Cliffs, NJ.
4. Drenick, R.F. (1970). "Model-free design of aseismic structures", Journal of the Engineering Mechanics Division, ASCE, Vol. 96, No. EM4, pp. 483-493.
5. Fajfar, P. and Vidic, T. (1994). "Consistent inelastic design spectra: hysteretic and input energy", Earthquake Engineering and Structural Dynamics, Vol. 23, No. 5, pp. 523-537.
6. Housner, G.W. (1959). "Behavior of structures during earthquakes", Journal of the Engineering Mechanics Division, ASCE, Vol. 85, No. 4, pp. 109-129.
7. Housner, G.W. and Jennings, P.C. (1977). "The capacity of extreme earthquake motions to damage structures", Structural and Geotechnical Mechanics, A Volume Honoring NM Newmark, edited by WJ Hall, Prentice-Hall Englewood Cliff, NJ, pp. 102-116.
8. Iyengar, R.N. and Manohar, C.S. (1987). "Nonstationary random critical seismic excitations", Journal of Engineering Mechanics, ASCE, Vol. 113, No. 4, pp. 529-541.
9. Kuwamura, H., Kirino, Y. and Akiyama, H. (1994). "Prediction of earthquake energy input from smoothed Fourier amplitude spectrum", Earthquake Engineering and Structural Dynamics, Vol. 23, pp.1125-1137.
10. Luco, J.E. (1980). Linear Soil-structure Interaction, UCRL-15272, Lawrence Livermore Laboratory, Livermore, CA.
11. Lyon, R.H. (1975). Statistical Energy Analysis of Dynamical Systems, The MIT Press, Cambridge, MA.
12. Manohar, C.S. and Sarkar, A. (1995). "Critical earthquake input power spectral density function models for engineering structures", Earthquake Engineering and Structural Dynamics, Vol. 24, pp. 1549-1566.
13. Ohi, K., Takanashi, K. and Tanaka, H. (1985). "A simple method to estimate the statistical parameters of energy input to structures during earthquakes", Journal of Structural and Construction Engineering, AIJ, Vol. 347, pp. 47-55 (in Japanese).
14. Ordaz, M., Huerta, B. and Reinoso, E. (2003). "Exact computation of input-energy spectra from Fourier amplitude spectra", Earthquake Engineering and Structural Dynamics, Vol. 32, No. 597-605.
15. rd Japan Earthquake Engineering Symposium, pp. 49-56.
16. Shinozuka, M. (1970). "Maximum structural response to seismic excitations", Journal of Engineering Mechanics Division, ASCE, Vol. 96, No. EM5, pp. 729-738.
17. Takewaki, I. (2001). "Probabilistic critical excitation for MDOF elastic-plastic structures on compliant ground", Earthquake Engineering and Structural Dynamics, Vol. 30, No. 9, pp. 1345-1360.
18. Takewaki, I. (2002a). "Critical excitation method for robust design: a review", Journal of Structural Engineering, ASCE, Vol. 128, No. 5, pp. 665-672.
19. Takewaki, I. (2002b). "Robust building stiffness design for variable critical excitations", Journal of Structural Engineering, ASCE, Vol. 128, No. 12, pp. 1565-1574.
20. Takewaki, I. (2004a). "Bound of earthquake input energy", Journal of Structural Engineering, ASCE, Vol. 130, No. 9, pp. 1289-1297.
21. Takewaki, I. (2004b). "Response spectrum method for nonlinear surface ground analysis", Advances in Structural Engineering, Vol. 7, No. 6. pp. 503-514.
22. Takewaki, I. (2005). "Frequency domain analysis of earthquake input energy to structure-pile systems", Engineering Structures, Vol. 27, No. 4, pp. 549-563.
23. Takewaki, I. and Fujimoto, H. (2004). "Earthquake input energy to soil-structure interaction systems: a frequency-domain approach", Advances in Structural Engineering, Vol. 7, No. 5, pp. 399-414.
24. Trifunac, M.D., Hao, T.Y. and Todorovska, M.I. (2001). On Energy Flow in Earthquake Response, Report CE 01-03, University of Southern California.
25. Uang, C.M. and Bertero, V.V. (1990). "Evaluation of seismic energy in structures", Earthquake Engineering and Structural Dynamics, Vol. 19, pp. 77-90.
26. Ungar, E.E. (1967). "Statistical energy analysis of vibrating systems", Transactions of the ASME, Journal of Engineering for Industry, pp. 626-632.
27. Wolf, J.P. (1985). Dynamic Soil-Structure Interaction, Prentice-Hall, Inc.
28. Wolf, J.P. (1988). Soil-Structure-Interaction Analysis in Time Domain, Prentice-Hall, Inc.