1 |
Abrahamson, N. A., Schneider, J. F. and Stepp, J. C. (1991). "Empirical spatial coherency functions for applications to soilstructure interaction analyses." Earthquake Spectra, Vol. 7, No. 1, pp. 1-27.
DOI
|
2 |
Atkinson, K. E. (1978). An introduction to numerical analysis, Jhon Wiley and Sons, New York, N.Y.
|
3 |
Bi, K. and Hao, H. (2012). "Modelling and simulation of spatially varying earthquake ground motions at sites with varying conditions." Probabilistic Engineering Mechanics, Vol. 29, pp. 92-104.
DOI
|
4 |
Bi, K., Hao, H. and Chouw, N. (2010). "Required separation distance between decks and at abutments of a bridge crossing a canyon site to avoid seismic pounding." Earthquake Engineering and Structural Dynamics, Vol. 39, No. 3, pp. 303-323.
DOI
|
5 |
Chouw, N. and Hao, H. (2008) "Significance of SSI and nonuniform near-fault ground motions in bridge response I: Effect on Response with Conventional Expansion Joint." Engineering and Structures, Vol. 30, No. 1, pp. 141-153.
DOI
|
6 |
Clough, R. W. and Penzien, J. (1993). Dynamics of structures, McGraw Hill, New York, N.Y.
|
7 |
Deodatis, G. (1996). "Non-stationary stochastic vector processes: Seismic Ground Motion Applications." Probabilistic Engineering Mechanics, Vol. 11, No. 3, pp. 149-167.
DOI
|
8 |
Der Kiureghian, A. (1996). "A coherency model for spatially varying ground motions." Earthquake Engineering and Structural Dynamics, Vol. 25, No. 1, pp. 99-111.
DOI
|
9 |
Earthquake Engineering Society of Korea (1997). A study of seismic design criteria(II), Ministry of Construction and Transport (in Korean).
|
10 |
Gantmacher, F. R. (1977). The theory of matrices, Shelsea Publishing Company, New York, N.Y.
|
11 |
Hao, H. (1998). "A parametric study of the required seating length for bridge decks during earthquake." Earthquake Engineering and Structural Dynamics, Vol. 27, No. 1, pp. 91-103.
DOI
|
12 |
Hao, H., Oliveira, C. S. and Penzien, J. (1989). "Multiple-station ground motion processing and simulation based on SMART-1 array data." Nuclear Engineering and Design, Vol. 111, No. 3, pp. 293-310.
DOI
|
13 |
Jennings, P. C., Housner, G. W. and Tsai, N. C. (1968). "Simulated earthquake motions." Technical Report, Earthquake Engineering Research Laboratory, California of Technology, Pasadena, California.
|
14 |
Wolf, J. P. (1985). Dynamic soil-structure interaction, Prentice Hall, Englewood Cliffs, N.J.
|