Acknowledgement
Supported by : Ulsan National Institute of Science and Technology (UNIST)
References
- Basoz, N.I., Kiremidjian, A.S., King, S.A. and Law, K.H. (1999), "Statistical analysis of bridge damage data from the 1994 Northridge, CA, earthquake", Earthq. Spectra, 15(1), 25-54. https://doi.org/10.1193/1.1586027
- Der Kiureghian, A. (2005), "Non-ergodicity and PEER's framework formula", Earthq. Eng. Struct. D., 34(13), 1643-1652. https://doi.org/10.1002/eqe.504
- Fraser, W.A., Wald, D.J. and Lin, K.W. (2008). "Using Shake map and ShakeCast to Prioritize Post-Earthquake Dam Inspections", Geotechnical Earthquake Engineering and Soil Dynamics Congress IV.
- Karim, K.R. and Yamazaki, F. (2002), "Correlation of JMA instrumental seismic intensity with strong motion parameters", Earthq. Eng. Struct. D., 31(5), 1191-1212. https://doi.org/10.1002/eqe.158
- Olsen, K.B., Day, S.M., Minster, J.B., Cui, Y., Chourasia, A., Okaya, D., Maechling, P. and Jordan, T. (2008), "TeraShake2: Spontaneous rupture simulations of M-w 7.7 earthquakes on the southern San Andreas fault", Bull. Seismol. Soc. Am., 98(3), 1162-1185. https://doi.org/10.1785/0120070148
- Shin, T., Tsai, Y., Yeh, Y., Liu, C. and Wu, Y. (2002), Strong-motion instrumentation program in Taiwan, S. D. Academic, San Diego.
- Shinozuka, M., Feng, M.Q., Lee, J. and Naganuma, T. (2000), "Statistical analysis of fragility curves", J. Eng. Mech.-ASCE, 126(12), 1224-1231. https://doi.org/10.1061/(ASCE)0733-9399(2000)126:12(1224)
- Shinozuka, M., Murachi, Y., Dong, X., Zhou, Y. and Orlikowski, M. (2003), "Effect of seismic retrofit of bridges on transportation networks", Earthq. Eng. Eng. Vib., 2(2), 169-179. https://doi.org/10.1007/s11803-003-0001-0
- Shiraki, N., Shinozuka, M., Moore, J.E., Chang, S.E., Kameda, H. and Tanaka, S. (2007), "System risk curves: probabilistic performance scenarios for highway networks subject to earthquake damage", J. Infrastruct. Syst., 13(1), 43-54. https://doi.org/10.1061/(ASCE)1076-0342(2007)13:1(43)
- Torbol, M. and Shinozuka, M. (2012), "Effect of the angle of seismic incidence on the fragility curves of bridges", Earthq. Eng. Struct. D., 41(14), 2111-2124. https://doi.org/10.1002/eqe.2197
- Torbol, M. and Shinozuka, M. (2014), "The directionality effect in the seismic risk assessment of highway networks", Struct. Infrastruct. E., 10(2), 175-188. https://doi.org/10.1080/15732479.2012.716069
- Wald, D., Lin, K.W., Porter, K. and Turner, L. (2008). "ShakeCast: Automating and improving the use of Shake map for post-earthquake decision-making and response", Earthq. Spectra, 24(2), 533-553. https://doi.org/10.1193/1.2923924
- Wald, D. J., Heaton, T., Kanamori, H., Maechling, P.Quitoriano, V. (1996). "Research and development of TriNet 'Shake' Maps", EOS, 78(46), 45.
- Wald, D.J., Quitoriano, V., Heaton, T.H. and Kanamori, H. (1999b), "Relationship between peak ground acceleration, peak ground velocity, and modified mercalli intensity for earthquakes in California", Earthq. Spectra, 15(3), 557-564. https://doi.org/10.1193/1.1586058
- Wald, D.J., Quitoriano, V., Heaton, T. H., Kanamori, H., Scrivner, C.W. and Worden, C.B. (1999a). "TriNet 'Shake maps': Rapid Generation of Peak Ground-motion and Intensity Maps for Earthquakes in Southern California", Earthq. Spectra, 151(3), 537-556.
-
Wald, D.J., Worden, B.C., Quitoriano, V. and Pankow, K.L. (2006), Shake
$map^{(R)}$ Manual, Technical manual, users guide, and software guide,, USGS. - Yamakawa, K. (1998), "The prime minister and the earthquake: Emergency management leadership of Prime Minister Marayama on the occasion of the Great Hanshin-Awaji earthquake disaster", Kansai Univ. Rev. Law and Politics, 19, 13-55.
- Yamazaki, F., Hamada, T., Motoyama, H. and Yamauchi, H. (1999), "Earthquake damage assessment of expressway bridges in Japan", Optim.Post-Earthq. Lifeline Syst. Reliab., (16), 361-370.
- Yamazaki, F., Katayama, T., Noda, S., Yoshikawa, Y. and Ohtani, Y. (1995), Development of large scale city-gas network alert system based on monitored earthquake ground motion, JSCE.