Bound of aspect ratio of base-isolated buildings considering nonlinear tensile behavior of rubber bearing |
Hino, J.
(Department of Urban & Environmental Engineering, Graduate School of Engineering, Kyoto University)
Yoshitomi, S. (Department of Urban & Environmental Engineering, Graduate School of Engineering, Kyoto University) Tsuji, M. (Department of Urban & Environmental Engineering, Graduate School of Engineering, Kyoto University) Takewaki, I. (Department of Urban & Environmental Engineering, Graduate School of Engineering, Kyoto University) |
1 | Hall, J.H., Heaton, T.H., Halling, M.W. and Wald, D.J. (1995), "Near-source ground motion and its effect on flexible buildings", Earthq. Spectra, 11, 569-605 DOI |
2 | Jangid, R.S. and Datta, T.K. (1994), "Non-linear response of torsionally coupled base isolated structure", J. Struct. Eng., ASCE, 120, 1-22 DOI ScienceOn |
3 | Jennings, P.C. (1968), "Equivalent viscous damping for yielding structures", J. Eng. Mech. Div., ASCE, 94(EM1), 103-116 |
4 | Kelly, J.M. (1999), "The role of damping in seismic isolation", Earthq. Eng. Struct. Dyn., 28, 3-20 DOI |
5 | Thomson, W.T., Calkins, C. and Caravani, P. (1974), "A numerical study of damping", Earthq. Eng. Struct. Dyn., 3, 97-103 DOI ScienceOn |
6 | Takewaki, I. (2005), "Uncertain-parameter sensitivity of earthquake input energy to base-isolated structure", Struct. Eng. Mech., 20(3), 347-362 DOI ScienceOn |
7 | Takewaki, I. (2008), "Robustness of base-isolated high-rise buildings under code-specified ground motions", Struct. Des. Tall Spec., 17(2), 257-271 DOI ScienceOn |
8 | Nakamura, T. and Yamane, T. (1986), "Optimum design and earthquake-response constrained design for elastic shear buildings", Earthq. Eng. Struct. Dyn., 14, 797-815 DOI |
9 | Newmark, N.M. and Hall, W.J. (1982), Earthquake Spectra and Design. Earthquake Engineering Research Institute, Berkeley, CA |
10 | Takewaki, I. (2004), "Frequency domain modal analysis of earthquake input energy to highly damped passive control structures", Earthq. Eng. Struct. Dyn., 33(5), 575-590 DOI ScienceOn |
11 | Li, H.-N. and Wu, X.-X. (2006), "Limitations of height-to-width ratio for base-isolated buildings under earthquake", Struct. Des. Tall Spec., 15, 277-287 DOI ScienceOn |
12 | Kamae, K., Kawabe, H. and Irikura, K. (2004), "Strong ground motion prediction for huge subduction earthquakes using a characterized source model and several simulation techniques", In Proceedings of the13th WCEE, Vancouver |
13 | Morales, C.A. (2003), "Transmissibility concept to control base motion in isolated structures", Eng. Struct., 25(10), 1325-1331 DOI ScienceOn |
14 | Naeim, F. and Kelly, J.M. (1999), Design of Seismic Isolated Structures. Wiley, New York |
15 | Kobori, T. (2004), Seismic-Response-Controlled Structure (New edition). Kajima Publisher: Tokyo (in Japanese) |
16 | Jangid, R.S. and Kelly, J.M. (2001), "Base isolation for near-fault motions", Earthq. Eng. Struct. Dyn., 30, 691- 707 DOI ScienceOn |
17 | Jangid, R.S. (1995), "Optimum isolator damping for minimum acceleration response of base-isolated structures", Australian Civil Eng. Transactions, 37, 325-331 |
18 | Jangid, R.S. and Banerji, P. (1998), "Effects of isolation damping on stochastic response of structures with nonlinear base isolators", Earthq. Spectra., 14, 95-114 DOI ScienceOn |
19 | Heaton, T.H., Hall, J.H., Wald, D.J. and Halling, M.W. (1995), "Response of high-rise and base-isolated buildings in a hypothetical MW 7.0 blind thrust earthquake", Sci., 267, 206-211 DOI ScienceOn |
20 | Ariga, T., Kanno, Y. and Takewaki, I. (2006), "Resonant behavior of base-isolated high-rise buildings under long-period ground motions", Struct. Des. Tall Spec., 15(3), 325-338 DOI ScienceOn |
21 | Irikura, K., Kamae, K. and Kawabe, H. (2004), "Importance of prediction of long-period ground motion during large earthquakes", In Annual Conference of the Seismological Society of Japan, Poster session (in Japanese) |