Model for Earthquake Damage Analysis in Lifeline Utility Systems with Consideration of Uncertainties
Publication: Journal of Infrastructure Systems
Volume 26, Issue 3
Abstract
Considering the uncertain performance of lifelines with respect to earthquakes, the seismic assessment of critical infrastructures is of the utmost importance. The main purpose of this paper is to develop a model for critical infrastructures, with consideration of the uncertainties in a seismic damage analysis, using the Monte Carlo Simulation (MCS) and Latin hypercube sampling (LHS) methods. Accordingly, a system is designed, based on the geo-spatial information system to analyze the spatial data by the seismic hazard analysis, vulnerability assessment, and seismic damage analysis of critical infrastructures, including water, power, gas, and oil networks. In addition to the probabilistic based methods, the one-loop (1L) method also has been used to evaluate the damage analysis without considering the uncertainty. The estimated results from various methods have been compared, and it is concluded that the estimated peak ground acceleration (PGA) values are high in the central areas of the desired case study. Moreover, the permanent ground displacement (PGD) due to lateral spreading using the 1L method is higher than the estimated values based on MCS and LHS approaches. The outcomes based on the 1L method are within the range of 0–0.762 m and within the range of 0–0.381 m for MCS and LHS approaches. However, damages from MCS and LHS are equivalent, according to the Mann-Whitney test.
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References
Berberian, M., and R. S. Yeats. 1999. “Patterns of historical earthquake rupture in the Iranian Plateau.” Bull. Seismol. Soc. Am. 89 (1): 120–139.
Bohm, G., and G. Zech. 2010. Introduction to statistics and data analysis for physicists, 447. Hamburg, Germany: Verlag Deutsches Elektronen-Synchrotron. https://doi.org/10.3204/PUBDB-2017-08987.
Boore, D. M. 1987. “The prediction of strong ground motion.” In Strong ground motion seismology, edited by M. Ö. Erdik and M. N. Toksöz. Dordrecht, Netherlands: Springer.
Campbell, K. W., and Y. Bozorgnia. 2008. “NGA ground motion model for the geometric mean horizontal component of PGA, PGV, PGD and 5% damped linear elastic response spectra for periods ranging from 0.01 to 10 s.” Earthquake Spectra 24 (1): 139–171. https://doi.org/10.1193/1.2857546.
Chang, S. E., M. Shinozuka, and J. E., Moore. 2000. “Probabilistic earthquake scenarios: Extending risk analysis methodologies to spatially distributed systems.” Earthquake Spectra. 16 (3): 557–572. https://doi.org/10.1193/1.1586127.
Dotson, W., and J. Gobien. 1979. “A new analysis technique for probabilistic graphs.” IEEE Trans. Circuits Syst. 26 (10): 855–865. https://doi.org/10.1109/TCS.1979.1084573.
Eguchi, R. T. 1991. “Seismic hazard input for lifeline systems.” Struct. Saf. 10 (1): 193–198. https://doi.org/10.1016/0167-4730(91)90014-Z.
Erdik, M., K. Sesetyan, M. B. Demircioğlu, C. Tüzün, D. Giardini, L. Gülen, D. S. Akkar, and M. Zare. 2012. “Assessment of seismic hazard in the Middle East and Caucasus: EMME (earthquake model of Middle East) project.” In Proc., 15th World Conf. on Earthquake Engineering. Lisbon, Portugal: Sociedade Portuguesa de Engenharia Sismica.
Falcon, N. L. 1983. “A history of Persian earthquakes.” Geog. J. 149 (3): 367–368. https://doi.org/10.2307/634025.
FEMA. 2011. HAZUS MH 2.0 earthquake technical manual. Washington, DC: Dept. of Homeland Security.
Ghodrati, G. A., A. Mahdavian, and F. M. Dana. 2007. “Attenuation relationships for Iran.” J. Earthquake Eng. 11 (4): 469–492. https://doi.org/10.1080/13632460601034049.
Goda, K., and J. Ren. 2010. “Assessment of seismic loss dependence using copula.” Risk Anal. 30 (7): 1076–1091. https://doi.org/10.1111/j.1539-6924.2010.01408.x.
Godinho, J. 2007. “Probabilistic seismic hazard analysis—An introduction to theoretical basis and applied methodology.” Master’s thesis, Dept. of Civil and Environmental Engineering, Univ. of Patras.
Gutenberg, B., and C. F. Richter. 1942. “Earthquake magnitude, intensity, energy, and acceleration.” Bull. Seismol. Soc. Am. 32 (3): 163–191.
Helton, J. C., and F. J. Davis. 2003. “Latin hypercube sampling and the propagation of uncertainty in analyses of complex systems.” Reliab. Eng. Syst. Saf. 81 (1): 23–69. https://doi.org/10.1016/S0951-8320(03)00058-9.
Hwang, H. H., H. Lin, and M. Shinozuka. 1998. “Seismic performance assessment of water delivery systems.” J. Infrastruct. Syst. 4 (3): 118–125. https://doi.org/10.1061/(ASCE)1076-0342(1998)4:3(118).
Kang, W.-H., J. Song, and P. Gardoni. 2008. “Matrix-based system reliability method and applications to bridge networks.” Reliab. Eng. Syst. Saf. 93 (11): 1584–1593. https://doi.org/10.1016/j.ress.2008.02.011.
Keefer, D. K., and R. Wilson. 1989. “Predicting earthquake-induced landslides, with emphasis on arid and semi-arid environments.” Landslides Semi-Arid Environ. 2 (Part 1): 118–149.
Klügel, J.-U. 2008. “Seismic hazard analysis: Quo vadis?” Earth Sci. Rev. 88 (1–2): 1–32.
Lee, R., and A. S. Kiremidjian. 2007. “Uncertainty and correlation for loss assessment of spatially distributed systems.” Earthquake Spectra. 23 (4): 753–770. https://doi.org/10.1193/1.2791001.
Li, J., and J. He. 2002. “A recursive decomposition algorithm for network seismic reliability evaluation.” Earthquake Eng. Struct. Dyn. 31 (8): 1525–1539. https://doi.org/10.1002/eqe.174.
Liao, S. S., D. Veneziano, and R. V. Whitman. 1988. “Regression models for evaluating liquefaction probability.” J. Geotech. Eng. 114 (4): 389–411. https://doi.org/10.1061/(ASCE)0733-9410(1988)114:4(389).
Makdisi, F. I., and H. B. Seed. 1977. Simplified procedure for estimating dam and embankment earthquake-induced deformations. Reston, VA: ASCE.
Mehrannia, H., and A. Pakgohar. 2014. “Using easy fit software for goodness-of-fit test and data generation.” Int. J. Math. Arch. 5 (1): 2229–5046.
Menoni, S., F. Pergalani, M. P. Boni, and V. Petrini. 2002. “Lifelines earthquake vulnerability assessment: A systemic approach.” Soil Dyn. Earthquake Eng. 22 (9–12): 1199–1208. https://doi.org/10.1016/S0267-7261(02)00148-3.
Mirzaei, N., M. Gheitanchi, S. Naserieh, M. Raeesi, Z. Zarifi, and S.-G. Tabaei. 2002. Vol. 37 of Basic parameters of earthquakes in Iran. [In Persian.] Tehran, Iran: Danesh Negar Publication.
Nadim, N. 2007. “The Mann-Whitney U: A test for assessing whether two independent samples come from the same distribution.” Tutorials Quant. Methods Psychol. 4 (1): 13–20.
NRC (National Research Council). 1985. Liquefaction of soils during earthquakes. Washington, DC: National Academies Press.
Pitilakis, K., M. Alexoudi, S. Argyroudis, O. Monge, and C. Martin. 2006. “Earthquake risk assessment of lifelines.” Bull. Earthquake Eng. 4 (4): 365–390. https://doi.org/10.1007/s10518-006-9022-1.
Pitilakis, K., and S. Argyroudis. 2014. “Systemic seismic vulnerability and risk analysis of urban systems, lifelines and infrastructures.” In Seismic Design of Industrial Facilities: Proc., Int. Conf. on Seismic Design of Industrial Facilities (SeDIF-Conf.), edited by S. Klinkel, C. Butenweg, G. Lin and B. Holtschoppen. Wiesbaden, Germany: Springer.
Sadigh, K., J. Egan, and R. Youngs. 1986. “Specification of ground motion for seismic design of long period structures.” Earthquake Notes 57 (1): 13.
Schittkowski, K. 2002. “EASY-FIT: A software system for data fitting in dynamical systems.” Struct. Multidiscip. Optim. 23 (2): 153–169. https://doi.org/10.1007/s00158-002-0174-6.
Scordilis, E. M. 2006. “Empirical global relations converting and to moment magnitude.” J. Seismolog. 10 (2): 225–236. https://doi.org/10.1007/s10950-006-9012-4.
Seed, H. B., K. Tokimatsu, L. Harder, and R. M. Chung. 1985. “Influence of SPT procedures in soil liquefaction resistance evaluations.” J. Geotech. Eng. 111 (12): 1425–1445. https://doi.org/10.1061/(ASCE)0733-9410(1985)111:12(1425).
SelÇuk, A. S., and M. S. Yücemen. 2000. “Reliability of lifeline networks with multiple sources under seismic hazard.” Nat. Hazard. 21 (1): 1–18.
Selcuk-Kestel, A. S., H. S. Duzgun, and L. Oduncuoglu. 2012. “A GIS-based software for lifeline reliability analysis under seismic hazard.” Comput. Geosci. 42 (May): 37–46. https://doi.org/10.1016/j.cageo.2012.01.015.
Shinozuka, M., X. Dong, T. C. Chen, and X. Jin. 2007. “Seismic performance of electric transmission network under component failures.” Earthquake Eng. Struct. Dyn. 36 (2): 227–244. https://doi.org/10.1002/eqe.627.
Shoja-Taheri, J., S. Naserieh, and H. Ghofrani. 2007. “ML and MW scale in the Iranian Plateau base on the strong motion records.” Bull. Seismol. Soc. Am. 97 (2): 661–669. https://doi.org/10.1785/0120060132.
Song, J., and A. Der Kiureghian. 2003. “Bounds on system reliability by linear programming.” J. Eng. Mech. 129 (6): 627–636. https://doi.org/10.1061/(ASCE)0733-9399(2003)129:6(627).
Statistical Center of Iran. 2014. Iranian national population and housing census in Autumn 2011. [In Persian.] Tehran, Iran: The President’s Office Deputy of Strategic Planning and Control.
Talebian, M., and J. Jackson. 2004. “A reappraisal of earthquake focal mechanisms and active shortening in the Zagros mountains of Iran.” Geophys. J. Int. 156 (3): 506–526. https://doi.org/10.1111/j.1365-246X.2004.02092.x.
Tee, K. F., A. U. Ebenuwa, and Y. Zhang. 2018. “Fuzzy-based robustness assessment of buried pipelines.” J. Pipeline Syst. Eng. Pract. 9 (1): 06017007. https://doi.org/10.1061/(ASCE)PS.1949-1204.0000304.
Theologou, O. R., and J. G. Carlier. 1991. “Factoring and reductions for networks with imperfect vertices.” IEEE Trans. Reliab. 40 (2): 210–217. https://doi.org/10.1109/24.87131.
Tokimatsu, K., and H. B. Seed. 1987. “Evaluation of settlements in sands due to earthquake shaking.” J. Geotech. Eng. 113 (8): 861–878. https://doi.org/10.1061/(ASCE)0733-9410(1987)113:8(861).
Wells, D. L., and K. J. Coppersmith. 1994. “New empirical relationships among magnitude, rupture length, rupture width, rupture area, and surface displacement.” Bull. Seismol. Soc. Am. 84 (4): 974–1002.
Wieczorek, G. F., W. M. Brown, R. K. Mark, P. Rice, and C. S. Alger. 2013. “La Honda landslide test area, San Mateo County, California.” In Landslides in Central California: San Francisco and Central California. Washington, DC: American Geophysical Union.
Yazdani, A., and M. Kowsari. 2011. “Statistical prediction of the sequence of large earthquakes in Iran.” [In Persian] Int. J. Eng. Trans. B. 24 (4): 325–336.
Yoo, Y. B., and N. Deo. 1988. “A comparison of algorithms for terminal-pair reliability.” IEEE Trans. Reliab. 37 (2): 210–215. https://doi.org/10.1109/24.3743.
Youd, T. L., and D. M. Perkins. 1978. “Mapping liquefaction-induced ground failure potential.” J. Soil Mech. Found. Div. 104 (4): 433–446.
Zare, M., P. Y. Bard, and M. Ghafory-Ashtiany. 1999. “Site characterizations for the Iranian strong motion network.” Soil Dyn. Earthquake Eng. 18 (2): 101–123. https://doi.org/10.1016/S0267-7261(98)00040-2.
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Received: Oct 16, 2017
Accepted: Jan 2, 2020
Published online: Apr 22, 2020
Published in print: Sep 1, 2020
Discussion open until: Sep 22, 2020
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