Simulation method of ground motion matching for multiple targets and effects of fitting parameter variation on the distribution of PGD |
Wang, Shaoqing
(Institute of Geophysics, China Earthquake Administration)
Yu, Ruifang (Institute of Geophysics, China Earthquake Administration) Li, Xiaojun (Institute of Geophysics, China Earthquake Administration) Lv, Hongshan (Institute of Geophysics, China Earthquake Administration) |
1 | Huang, N.E., Shen, Z., Long, S.R., Wu, M.C., Shin, H.H., Zheng, Q., Yen, N.C., Tung, C.C. and Liu, H.H. (1998), "The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis", Proc. R. Soc. Lond. A, 454(1971), 903-995. https://doi.org/10.1098/rspa.1998.0193. DOI |
2 | Iwan, W.D., Moser, M.A. and Peng, C.Y. (1985), "Some observations on strong-motion earthquake measurement using a digital accelerograph", Bull. Seismol. Soc. Am., 75(5), 1225-1246. DOI |
3 | Iyengar, R.N. and Iyengar, K.T.S.R. (1969), "A nonstationary random process model for earthquake accelerograms", Bull. Seismol. Soc. Am., 59(3), 1163-1188. |
4 | Lilhanand K. and Tseng W.S. (1988), "Development and application of realistic earthquake time histories compatible with multiple-damping design spectra", Proceedings of Ninth World Conference on Earthquake Engineering, Tokyo, August. |
5 | Milana, G., Rovelli, A., Sortis, A.D., Calderoni, G., Coco, G., Corrao, M. and Marsan, P. (2008), "The role of long-period ground motions on magnitude and damage of volcanic earthquakes on Mt. Etna, Italy", Bull. Seismol. Soc. Am., 98(6), 2724-2738. https://doi.org/10.1785/0120080072. DOI |
6 | Mukherjee, S. and Gupta, V.K. (2002) "Wavelet-based generation of spectrum-compatible time-histories", Soil Dyn. Earthq. Eng., 22, 799-804. https://doi.org/10.1016/S0267-7261(02)00101-X. DOI |
7 | Naeim, F. and Lew, M. (1995), "On the use of design spectrum compatible time histories", Earthq. Spectra, 11(1), 111-127. https://doi.org/10.1193/1.1585805. DOI |
8 | Newland, D.E. (1994), "Wavelet analysis of vibration: Part 2- wavelet maps", J. Vib. Acoust., 116(4), 417-425. https://doi.org/10.1115/1.2930444. DOI |
9 | Nigam, N.C. and Mark, W.D. (1984). "Introduction to random vibrations", J. Acoust. Soc. Am., 76(6), 1871. https://doi.org/10.1121/1.391500. DOI |
10 | Pineda-Porras, O. and Ordaz, M. (2007), "A new seismic intensity parameter to estimate damage in buried pipelines due to seismic wave propagation", J. Earthq. Eng., 11(5), 773-786. https://doi.org/10.1080/13632460701242781. DOI |
11 | Preumont, A. (1984), "The generation of spectrum compatible accelerograms for the design of nuclear power plants", Earthq. Eng. Struct. Dyn., 12(4), 481-497. https://doi.org/10.1002/eqe.4290120405. DOI |
12 | Rezaeian, S. and Kiureghian, A.D. (2008). "A stochastic ground motion model with separable temporal and spectral nonstationarities", Earthq. Eng Struct. Dyn., 37, 1565-1584. https://doi.org/10.1002/eqe.831. DOI |
13 | Rezaeian, S. and Kiureghian, A.D. (2010), "Simulation of synthetic ground motions for specified earthquake and site characteristics", Earthq. Eng Struct. Dyn., 39, 1155-1180. https://doi.org/10.1002/eqe.997. DOI |
14 | Tondini, N. and Stojadinovic, B. (2012), "Probabilistic seismic demand model for curved reinforced concrete bridges", Bull. Earthq. Eng., 10, 1455-1479. https://doi.org/10.1007/s10518-012-9362-y. DOI |
15 | Yu, R.F., Yuan, M.Q. and Yu, Y.X., (2015), "Developed empirical model for simulation of time-varying frequency in earthquake ground motion", Earthq. Struct., 8(6), 1463-1480. http://dx.doi.org/10.12989/eas.2015.8.6.1463. DOI |
16 | Boore, M.D. (2005), "On pads and filters: processing strongmotion data", Bull. Seismol. Soc. Am., 95(2), 745-750. https://doi.org/10.1785/0120040160. DOI |
17 | Zhao, F.X., Zhang, Y.S. and Lu, H.S. (2006), "Artificial ground motion compatible with specified ground shaking peaks and target response spectrum", Earthq. Eng. Eng. Vib., 5, 41-48. https://doi.org/10.1007/s11803-006-0625-y. DOI |
18 | Amin, M. and Ang A.H.S (1968), "Nonstationary stochastic models of earthquake motions", J. Eng. Mech., ASCE, 94(2), 559-584. |
19 | Boashash, B. (1992a), "Estimating and interpreting the instantaneous frequency of a signal-part 1: Fundamentals", Proc. IEEE, 80(4), 520-538. https://doi.org/10.1109/5.135376. DOI |
20 | Boashash, B. (1992b), "Estimating and interpreting the instantaneous frequency of a signal-part 2: Algorithms and applications", Proc. IEEE, 80(4), 540-568. DOI |
21 | Buratti, N. and Tavano, M. (2014), "Dynamic buckling and seismic fragility of anchored steel tanks by the added mass method", Earthq. Eng Struct. Dyn., 43, 1-21. https://doi.org/10.1002/eqe.2326. DOI |
22 | Cacciola, P. (2010), "A stochastic approach for generating spectrum compatible fully nonstationary earthquakes", Comput. Struct., 88(15-16), 889-901. https://doi.org/10.1016/j.compstruc.2010.04.009. DOI |
23 | Carballo, J.E. and Cornell, C.A. (2000), "Probabilistic seismic demand analysis: Spectrum matching and design", Report No. RMS-41, Department of Civil and Environmental Engineering, Stanford University. |
24 | Castagna, J.P., Sun, S.J. and Siegfried R.W. (2003), "Instantaneous spectral analysis: detection of low-frequency shadows associated with hydrocarbons", Lead. Edge, 22(2), 120-127. https://doi.org/10.1190/1.1559038. DOI |
25 | Clough R.W. and Penzien J. (1975), Dynamics of Structures, McGraw-Hill, New York U.S.A. |
26 | Guan, M.S., Du, H.B., Cui, J., Zeng, Q.L. and Jiang, H.B. (2015), "Optimal ground motion intensity measure for long-period structures", Measure. Sci. Technol., 26(10), 105001. DOI |
27 | Converse, M.A. and Brady, G.A. (1992), "BAP: Basic Strong-Motion Accelerogram Processing Software: Version 1.0," Open- File Report 92-296A, United States Department of The Interior U.S. Geological Survey. |
28 | Gao, Y.F., Wu, Y.X., Li, D.Y., Zhang, N. and Zhang, F. (2014), "An improved method for the generating of spectrumcompatible time series using wavelets", Earthq. Spectra, 30(4), 1467-1485. https://doi.org/10.1193/051912EQS190M. DOI |
29 | GB50909-2014 (2014), Code for Seismic Design of Urban Rail Transit, Ministry of Construction of People's Republic of China, Beijing, China. (in Chinese) |
30 | Ghaboussi, J. and Lin, C.J. (1998), "New method of generating spectrum compatible accelerograms using neural networks", Earthq. Eng. Struct. Dyn., 27, 377-396. https://doi.org/10.1002/(SICI)1096-9845(199804)27:4<377. DOI |
31 | Hall, J.F., Heaton, T.H., Halling, M.W. and Wald, D.J. (1995), "Near-source ground motion and its effects on flexible buildings", Earthq. Spectra, 11(4), 569-605. https://doi.org/10.1193/1.1585828. DOI |
32 | Han, M., Duan, Y.L., Sun, H. and Sheng, W. (2013), "Influence of characteristics parameters of near-fault ground motions on the seismic responses of base-isolated structures", China Civil Eng. J., 46(6), 8-13. (in Chinese) |
33 | Hancock, J., Watson-Lamprey, J., Abrahamson, N.A., Bommer, J.J., Markatis, A., McCOTH, E. and Mendis, R. (2006), "An improved method of matching response spectra of recorded earthquake ground motion using wavelets", J. Earthq. Eng., 10(S1), 67-89. |