1 |
Housner, G.W. (1959), 'Behavior of structures during earthquakes', J. Engng. Mech. Div., ASCE, 85(4), 109-129
|
2 |
Akiyama, H. (1985), Earthquake Resistant Limit-state Design for Buildings, University of Tokyo Press, Tokyo, Japan
|
3 |
Architectural Institute of Japan (1989), Recommendation for the Design of Base Isolated Buildings
|
4 |
Architectural Institute of Japan (2001), Recommendation for the Design of Base Isolated Buildings
|
5 |
Barbat, A.H., Rodellar, J., Ryan, E.P. and Molinares, N. (1995), 'Active control of nonlinear base-isolated buildings', J. Engng. Mech., ASCE, 121(6), 676-684
DOI
ScienceOn
|
6 |
Housner, G.W.. and Jennings, P.C. (1977), 'The capacity of extreme earthquake motions to damage structures', 'Structural and geotechnical mechanics' : A volume honoring N.M. Newmark edited by W.J. Hall, 102-116, Prentice-Hall Englewood Cliff, NJ
|
7 |
Lyon, R.H. (1975), Statistical Energy Analysis of Dynamical Systems. The MIT Press, Cambridge, MA
|
8 |
Meirovitch, L. and Stemple, T.J. (1997), 'Nonlinear control of structures in earthquakes', J. Engng. Mech., ASCE, 123(10), 1090-1095
DOI
ScienceOn
|
9 |
Kuwamura, H., Kirino, Y. and Akiyama, H. (1994), 'Prediction of earthquake energy input from smoothed Fourier amplitude spectrum', Earthq. Engng. Struct. Dyn., 23, 1125-1137
DOI
ScienceOn
|
10 |
Ordaz, M., Huerta, B. and Reinoso, E. (2003), 'Exact computation of input-energy spectra from Fourier amplitude spectra', Earthq. Engng. Struct. Dyn., 32, 597-605
DOI
ScienceOn
|
11 |
Ohi, K., Takanashi, K. and Tanaka, H. (1985), 'A simple method to estimate the statistical parameters of energy input to structures during earthquakes', J. Struct. Construction Engng., AIJ, 347, 47-55 (in Japanese)
|
12 |
Morales, C.A. (2003), 'Transmissibility concept to control base motion in isolated structures', Engng. Struct., 25(10), 1325-1331
DOI
ScienceOn
|
13 |
Naeim, F. and Kelly, J.M. (1999), Design of Seismic Isolated Structures. Wiley: New York
|
14 |
Nakamura, T. and Yamane, T. (1986), 'Optimum design and earthquake-response constrained design for elastic shear buildings', Earthq. Engng. Struct. Dyn., 14, 797-815
DOI
|
15 |
Takewaki, I. (1999), 'Hybrid inverse eigenmode problem for top-linked twin shear building models', Int. J. Mech. Sci., 41(9),1133-1153
DOI
ScienceOn
|
16 |
Takewaki, I. (2000), Dynamic Structural Design: Inverse Problem Approach, WIT press, UK
|
17 |
Takewaki, I. (2004a), 'Bound of earthquake input energy', J. Struct. Engng., ASCE, 130(9), 1289-1297
DOI
ScienceOn
|
18 |
Takewaki, I. (2004b), 'Frequency domain modal analysis of earthquake input energy to highly damped passive control structures', Earthq. Engng. Stntct. Dyn., 33(5), 575-590
DOI
ScienceOn
|
19 |
Trifunac, M.D., Hao, T.Y. and Todorovska, M.I. (2001), 'On energy flow in earthquake response', Report CE 01-03, July 2001, University of Southern California
|
20 |
Uang, C.M. and Bertero, V.V. (1990), 'Evaluation of seismic energy in structures', Earthq. Engng. Struct. Dyn., 19, 77-90
DOI
|
21 |
Yanai, H. (1980), The Inverse of the Triple Diagonal Matrix, Keio University, Tokyo, Japan
|
22 |
Takewaki, I., Nakamura, T. and Arita, Y. (1996), 'A hybrid inverse mode problem for fixed-fixed mass-spring models', J. Vibration and Acoustics, ASME, 118(4), 641-648
DOI
ScienceOn
|