Abstract

Establishing consistent criteria for assessing the performance of structural systems and infrastructure networks is a critical component of communities’ efforts to optimize investment decisions for the upkeep and renewal of the built environment. Although member-level performance and reliability assessment procedures are currently well-established, it is widely recognized that a member-oriented approach does not necessarily lead to an efficient utilization of limited resources when making decisions related to the management of existing deteriorating structures or lifeline systems, especially those that may be exposed to extreme events. For this reason, researchers have renewed their interests in developing system-level assessment methods as a basis to modern structural and infrastructure performance evaluation and design processes. Specifically, system-level performance metrics and characteristics such as reliability, redundancy, robustness, resilience, and risk continue to be refined. The objective of this paper is to extend the content of the accompanying paper on reliability-based performance indicators for structural members by reviewing proposals for the development and implementation of performance-based criteria for structural systems and infrastructure networks. The paper reviews established concepts of reliability design along with emerging ideas of performance-based and resilience-based design that are especially relevant for assessing and managing system-level risk. The paper also studies structural redundancy and robustness concepts as well as network-level performance metrics along with ranking approaches. Insights from these analyses reveal the need for transitioning structural and infrastructure design processes from a traditional component-level reliability-based approach, to one that seeks uniform levels of risk across scales (from structural systems to interconnected infrastructure networks across communities). Implementation examples are drawn from experiences with buildings, bridges, offshore oil and gas platforms, and a variety of infrastructure systems. The paper also reflects on promising avenues for pursuing practical and calibrated system-level performance indicators that support life cycle performance, safety, reliability, and risk of structural and infrastructure systems as integral parts of resilient communities.

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Acknowledgments

This paper was prepared by members and friends of SEI-ASCE’s Task Group 2 (TG2) on Reliability-Based Structural System Performance Indicators. Task Group 2 is a Committee of the SEI-ASCE Technical Council on Life-Cycle Performance, Safety, Reliability and Risk of Structural Systems. The purpose of TG2 is to promote the study, research, and application of reliability-based system performance indicators including structural and infrastructure system reliability, robustness, redundancy, resilience, and risk, among others.

References

AASHTO. (2010). “AASHTO LRFD bridge design specifications.” Washington, DC.
AASHTO. (2011). “AASHTO guide specifications for LRFD seismic bridge design.” Washington, DC.
Adachi, T., and Ellingwood, B. R. (2009). “Serviceability assessment of a municipal water system under spatially correlated seismic intensities.” Comput. Aided Civ. Infrastruct. Eng., 24(4), 237–248.
Agarwal, J., Blockley, D., and Woodman, N. (2003). “Vulnerability of structural systems.” Struct. Saf., 25(3), 263–286.
ALA (American Lifelines Alliance). (2004). “Wastewater system performance assessment guideline.” Federal Emergency Management Agency (FEMA) and National Institute of Building Sciences (NIBS), Washington, DC.
ALA (American Lifelines Alliance). (2005a). “Guideline for assessing the performance of electric power systems in natural hazard and human threat events.” Federal Emergency Management Agency (FEMA) and National Institute of Building Sciences (NIBS), Washington, DC.
ALA (American Lifelines Alliance). (2005b). “Guideline for assessing the performance of oil and natural gas pipeline systems in natural hazard and human threat events.” Federal Emergency Management Agency (FEMA) and National Institute of Building Sciences (NIBS), Washington, DC.
ALA (American Lifelines Alliance). (2005c). “Guidelines for implementing performance assessments of water systems.” Federal Emergency Management Agency (FEMA) and National Institute of Building Sciences (NIBS), Washington, DC.
Albert, R., Albert, I., and Nakarado, G. L. (2004). “Structural vulnerability of the North American power grid.” Phys. Rev. E, 69(2), 025103.
Ang, H. A., and Tang, W. H. (1984). “Probability concepts in engineering planning and design.” Vol. II, Decision, risk and reliability, Wiley, New York.
ASCE. (2010). “Minimum design loads for buildings and other structures.” Structural Engineering Institute (SEI), Reston, VA.
ATC (Applied Technology Council). (2006). “Next-generation performance-based seismic design guidelines: Program plan for new and existing buildings.” Federal Emergency Management Agency (FEMA), Washington, DC.
ATC (Applied Technology Council). (2012a). “Seismic performance assessment of buildings: Volume 1—Methodology.” Federal Emergency Management Agency (FEMA), Washington, DC.
ATC (Applied Technology Council). (2012b). “Seismic performance assessment of buildings: Volume 2—Implementation guide.” Federal Emergency Management Agency (FEMA), Washington, DC.
Baker, J. W., Schubert, M., and Faber, M. H. (2008). “On the assessment of robustness.” Struct. Saf., 30(3), 253–267.
Barbato, M., Palmeri, A., and Petrini, F. (2014). “Special issue on performance-based engineering.” Eng. Struct., 78, 1–2.
Barlow, R., and Proschan, F. (1996). Mathematical theory of reliability (classics in applied mathematics) society for industrial and applied mathematics, SIAM, Wiley, New York.
Bensi, M., Der Kiureghian, A., and Straub, D. (2009). “A Bayesian network framework for post-earthquake infrastructure system performance assessment.” TCLEE 2009, ASCE, Reston, VA, 1–12.
Bhattacharya, B., Li, D., Chajes, M., and Hastings, J. (2005). “Reliability-based load and resistance factor rating using in-service data.” J. Bridge Eng., 530–543.
Billinton, R., and Li, W. (1994). Reliability assessment of electrical power systems using Monte Carlo methods, Springer, New York.
Biondini, F., Frangopol, D. M., and Restelli, S. (2008). “On structural robustness, redundancy, and static indeterminacy.” Structures Congress 2008: Crossing Borders, ASCE, Reston, VA, 1–10.
Björnsson, I., and Thelandersson, S. (2010). “Robustness analysis of bridge when exposed to train collision due to derailment.” COST Action C26 Final Conf.; Urban Habitat Constructions under Catastrophic Events. Proc., Final Conf. (Naples, Italy, 16–18 Sep. 2010), CRC Press/Balkema, Boca Raton, FL, 603–608.
Bocchini, P., and Frangopol, D. (2013). “Connectivity-based optimal scheduling for maintenance of bridge networks.” J. Eng. Mech., 760–769.
Bocchini, P., Frangopol, D., Ummenhofer, T., and Zinke, T. (2014). “Resilience and sustainability of civil infrastructure: Toward a unified approach.” J. Infrastruct. Syst., 04014004.
Bocchini, P., and Frangopol, D. M. (2011). “A stochastic computational framework for the joint transportation network fragility analysis and traffic flow distribution under extreme events.” Probab. Eng. Mech., 26(2), 182–193.
Bocchini, P., and Frangopol, D. M. (2012). “Restoration of bridge networks after an earthquake: Multicriteria intervention optimization.” Earthquake Spectra, 28(2), 426–455.
Bonneau, A., and O’Rourke, T. (2009). Water supply performance during earthquakes and extreme events, Multidisciplinary Center for Earthquake Engineering Research (MCEER), Univ. at Buffalo, Buffalo, NY.
Bonstrom, H., and Corotis, R. B. (2014). “Optimising portfolio loss reduction using a first-order reliability method sensitivity analysis.” Struct. Infrastruct. Eng., 11(9), 1190–1198.
Bontempi, F., Gkoumas, K., and Arangio, S. (2008). “Systemic approach for the maintenance of complex structural systems.” Struct. Infrastruct. Eng., 4(2), 77–94.
Booker, G., Torres, J., Guikema, S., Sprintson, A., and Brumbelow, K. (2010). “Estimating cellular network performance during hurricanes.” Reliab. Eng. Syst. Saf., 95(4), 337–344.
Bruneau, M., et al. (2003). “A framework to quantitatively assess and enhance the seismic resilience of communities.” Earthquake Spectra, 19(4), 733–752.
Bruneau, M. (2005). “Seismic risk—Why it should be considered and impediments to implementation—An earthquake center perspective.” Structures Congress, ASCE, Reston, VA, 1–5.
Bruneau, M., and Reinhorn, A. (2007). “Exploring the concept of seismic resilience for acute care facilities.” Earthquake Spectra, 23(1), 41–62.
Brunsdon, D. R. (2004). “Establishing the linkages between structural engineering and risk management.” Bull. N. Z. Soc. Earthquake Eng., 37(2), 89–97.
Casciati, F., and Faravelli, L. (1991). Fragility analysis of complex structural systems, Wiley, New York.
Cavaco, E. S., Casas, J. R., Neves, L. A. C., and Huespe, A. E. (2013). “Robustness of corroded reinforced concrete structures. A structural performance approach.” Struct. Infrastruct. Eng., 9(1), 42–58.
Cavdaroglu, B., Hammel, E., Mitchell, J. E., Sharkey, T. C., and Wallace, W. A. (2011). “Integrating restoration and scheduling decisions for disrupted interdependent infrastructure systems.” Ann. Oper. Res., 203(1), 279–294.
CEN (Comité Européen de Normalisation). (2004). “Eurocode 8: Design of structures for earthquake resistance—Part 1: General rules, seismic actions and rules for buildings.” Comite Europeen de Normalisation, Brussels, Belgium.
Chakraborty, S., Meel, K. S., and Vardi, M. Y. (2013). “A scalable approximate model counter.” Principles and practice of constraint programming, lecture notes in computer science, C. Schulte, ed., Springer, Berlin, 200–216.
Chang, S., and Nojima, N. (1998). “Measuring lifeline system performance: Highway transportation systems in recent earthquakes.” Proc., 6th U.S. National Conf. on Earthquake Engineering, Seattle, 12.
Chang, S. E., and Shinozuka, M. (2004). “Measuring improvements in the disaster resilience of communities.” Earthquake Spectra, 20(3), 739–755.
Ciampoli, M., Petrini, F., and Augusti, G. (2011). “Performance-based wind engineering: Towards a general procedure.” Struct. Saf., 33(6), 367–378.
Cimellaro, G. P., Reinhorn, A. M., and Bruneau, M. (2010). “Seismic resilience of a hospital system.” Struct. Infrastruct. Eng., 6(1–2), 127–144.
Connor, R. J., Dexter, R., and Mahmoud, H. (2005). Inspection and management of bridges with fracture-critical details—A synthesis of highway practice, Transportation Research Board, Washington, DC.
Cotilla-Sanchez, E., Hines, P. D. H., Barrows, C., and Blumsack, S. (2012). “Comparing the topological and electrical structure of the North American electric power infrastructure.” IEEE Syst. J., 6(4), 616–626.
Crampton, D., McGormley, J., and Hill, H. (2007). “Improving redundancy of two-girder bridges.” Transp. Res. Rec., 2028, 59–66.
CSA (Canadian Standards Association). (2012). “Canadian highway bridge design code.” Mississauga, ON.
Czarnecki, A. A., and Nowak, A. S. (2008). “Time-variant reliability profiles for steel girder bridges.” Struct. Saf., 30(1), 49–64.
Decò, A., and Frangopol, D. M. (2013). “Life-cycle risk assessment of spatially distributed aging bridges under seismic and traffic hazards.” Earthquake Spectra, 29(1), 127–153.
Der Kiureghian, A. (2005). “Non-ergodicity and PEER’s framework formula.” Earthquake Eng. Struct. Dyn., 34(13), 1643–1652.
Der Kiureghian, A., and Song, J. (2008). “Multi-scale reliability analysis and updating of complex systems by use of linear programming.” Reliab. Eng. Syst. Saf., 93(2), 288–297.
Ditlevsen, O., and Madsen, H. O. (1996). Structural reliability methods, Wiley, Chichester, U.K.
DoD (Department of Defense). (2002). “Unified facilities criteria (UFC), DoD minimum antiterrorism standards for buildings, UFC 4-010-01.” U.S. Army Corps of Engineering, Washington, DC.
Dueñas-Osorio, L., Craig, J. I., and Goodno, B. J. (2007). “Seismic response of critical interdependent networks.” Earthquake Eng. Struct. Dyn., 36(2), 285–306.
Dupont, B., Meeus, L., and Belmans, R. (2010). “Measuring the ‘smartness’ of the electricity grid.” 7th Int. Conf. on the European Energy Market, IEEE, 1–6.
Ellingwood, B. R., Smilowitz, R., Dusenberry, D. O., Duthinh, D., Lew, H. S., and Carino, N. J. (2007). “Best practices for reducing the potential for progressive collapse in buildings.” National Institute of Standards and Technology (NIST), Washington, DC.
Ellingwood, B. R., and Wen, Y.-K. (2005). “Risk-benefit-based design decisions for low-probability/high consequence earthquake events in Mid-America.” Progr. Struct. Eng. Mater., 7(2), 56–70.
Engelhardt, M. O. (1999). “Development of a strategy for the optimum replacement of water mains/Mark Engelhardt.” Thesis, Univ. of Adelaide, Adelaide, Australia.
Engelhardt, M. O., Skipworth, P. J., Savic, D. A., Saul, A. J., and Walters, G. A. (2000). “Rehabilitation strategies for water distribution networks: A literature review with a UK perspective.” Urban Water, 2(2), 153–170.
Ersdal, G. (2005). “Assessment of existing offshore structures for life extension.” Ph.D. thesis, Univ. of Stavanger, Stavanger, Norway.
Eusgeld, I., Kröger, W., Sansavini, G., Schläpfer, M., and Zio, E. (2009). “The role of network theory and object-oriented modeling within a framework for the vulnerability analysis of critical infrastructures.” Reliab. Eng. Syst. Saf., 94(5), 954–963.
Franchin, P. (2014). “A computational framework for systemic seismic risk analysis of civil infrastructural systems.” Geotech. Geol. Earthquake Eng., 31, 23–56.
Francis, R., and Bekera, B. (2014). “A metric and frameworks for resilience analysis of engineered and infrastructure systems.” Reliab. Eng. Syst. Saf., 121, 90–103.
Frangopol, D., and Curley, J. (1987). “Effects of damage and redundancy on structural reliability.” J. Struct. Eng., 1533–1549.
Frangopol, D. M., and Nakib, R. (1991). “Redundancy in highway bridges.” Eng. J., 28(1), 45–50.
Fujiwara, O., and Tung, H. D. (1991). “Reliability improvement for water distribution networks through increasing pipe size.” Water Resour. Res., 27(7), 1395–1402.
Ghiocel, D. M., Wilson, P. R., Thomas, G. G., and Stevenson, J. D. (1998). “Seismic response and fragility evaluation for an eastern US NPP including soil-structure interaction effects.” Reliab. Eng. Syst. Saf., 62(3), 197–214.
Ghosn, M., et al. (2016). “Reliability-based performance indicators for structural members.”, in press.
Ghosn, M., and Moses, F. (1998). “Redundancy in highway bridge superstructures.” National Cooperative Highway Research Program (NCHRP), Washington, DC.
Ghosn, M., and Yang, J. (2014). “Bridge system safety and redundancy.”, Transportation Research Board, Washington, DC.
Giuliani, L. (2012). “Structural safety in case of extreme actions.” Int. J. Life Cycle Perform. Eng., 1(1), 22.
Gómez, C., Sánchez-Silva, M., and Dueñas-Osorio, L. (2014). “An applied complex systems framework for risk-based decision-making in infrastructure engineering.” Struct. Saf., 50, 66–77.
Grigoriu, M., Veneziano, D., and Cornell, A. (1979). “Probabilistic modelling as decision making.” J. Eng. Mech. Div., 105(4), 585–596.
Grosshandler, W. (2006). “Forum workshop on establishing the scientific foundation for performance-based fire codes.” National Institute of Standards, Washington, DC.
Haimes, Y. Y. (2015). Risk modeling, assessment, and management, 4th Ed., Wiley, Hoboken, NJ, 720.
Hamburger, R. O., Foutch, D. A., and Cornell, C. A. (2003). “Translating research to practice: FEMA/SAC performance-based design procedures.” Earthquake Spectra, 19(2), 255–267.
Han, Y., Davidson, R. A., Black, G., and Pei, S. (2013). “A regional perspective on defining seismic performance objectives for woodframe buildings.” Struct. Saf., 43, 50–59.
Hubbard, F., Shkurti, T., and Price, K. D. (2004). “Marquette interchange reconstruction: HPS twin box girder ramps.” Int. Bridge Conf., Pittsburgh, PA.
Hurtado, J. E., and Alvarez, D. A. (2010). “An optimization method for learning statistical classifiers in structural reliability.” Probab. Eng. Mech., 25(1), 26–34.
Hwang, H., Lin, H., and Shinozuka, M. (1998). “Seismic performance assessment of water delivery systems.” J. Infrastruct. Syst., 118–125.
Hwang, H. H. M., and Huo, J.-R. (1998). “Seismic fragility analysis of electric substation equipment and structures.” Probab. Eng. Mech., 13(2), 107–116.
IEEE. (2004). IEEE guide for electric power distribution reliability indices, New York, 1–50.
ISI (Institute for Sustainable Infrastructure). (2015). “Envision: Sustainable infrastructure rating system.” 〈http://www.sustainableinfrastructure.org/rating/〉 (Apr. 15, 2016).
ISO. (2007). Petroleum and natural gas industries—Fixed steel offshore structures, Geneva.
ISO. (2009). Bases for design of structures—General principles on risk assessment of systems involving structures, Geneva.
Jayaram, N., and Baker, J. W. (2009). “Correlation model for spatially distributed ground-motion intensities.” Earthquake Eng. Struct. Dyn., 38(15), 1687–1708.
Jin, W.-X., Song, P., Liu, G.-Z., and Stanley, H. E. (2015). “The cascading vulnerability of the directed and weighted network.” Phys. A Stat. Mech. Appl., 427, 302–325.
Jowitt, P., and Xu, C. (1993). “Predicting pipe failure effects in water distribution networks.” J. Water Resour. Plann. Manage., 18–31.
Kang, W.-H., Song, J., and Gardoni, P. (2008). “Matrix-based system reliability method and applications to bridge networks.” Reliab. Eng. Syst. Saf., 93(11), 1584–1593.
Karp, R. M., Luby, M., and Madras, N. (1989). “Monte-Carlo approximation algorithms for enumeration problems.” J. Algorithms, 10(3), 429–448.
Kiremidjian, A. S., Stergiou, E., and Lee, R. (2007). “Issues in seismic risk assessment of transportation networks.” Earthquake Geotech. Eng., K. D. Pitilakis, ed., Springer, Dordrecht, Netherlands, 461–480.
Kudsi, T. N. (2005). “Redundancy analysis of structural systems.” Applied research in uncertainty modeling and analysis, N. O. Attoh-Okine and B. M. Ayyub, eds., Springer, New York, 513–531.
Langville, A. N., and Meyer, C. D. (2011). Google’s PageRank and beyond: The science of search engine rankings, Princeton University Press, Princeton, NJ.
Latora, V., and Marchiori, M. (2007). “A measure of centrality based on network efficiency.” New J. Phys., 9(6), 188.
Lee, E. E., Mitchell, J. E., and Wallace, W. A. (2007). “Restoration of services in interdependent infrastructure systems: A network flows approach.” IEEE Trans. Syst. Man Cybern. Part C Appl. Rev., 37(6), 1303–1317.
Lee, Y.-J., Song, J., Gardoni, P., and Lim, H.-W. (2011). “Post-hazard flow capacity of bridge transportation network considering structural deterioration of bridges.” Struct. Infrastruct. Eng., 7(7–8), 509–521.
Lind, N. C. (1995). “A measure of vulnerability and damage tolerance.” Reliab. Eng. Syst. Saf., 48(1), 1–6.
Liu, M., and Frangopol, D. (2005). “Time-dependent bridge network reliability: Novel approach.” J. Struct. Eng., 329–337.
Liu, M., and Frangopol, D. M. (2006). “Probability-based bridge network performance evaluation.” J. Bridge Eng., 11(5), 633–641.
Lomax, T., Schrank, D., Turner, S., and Margiotta, R. (2003). Selecting travel reliability measures, Texas Transportation Institute (TTI) and Cambridge Systematics, College Station, TX.
Longabard, A., Tsiatas, G., and Manuel, L. (2011). “Performance indicators for offshore wind farms.” Structures Congress 2011, ASCE, Reston, VA, 1227–1235.
Lounis, Z., and McAllister, T. P. (2016). “Risk-based decision making for sustainable and resilient infrastructure systems.” J. Struct. Eng., in press.
Machowski, J., Bialek, J., and Bumby, D. J. (2011). Power system dynamics: Stability and control, Wiley, New York.
Maes, M. A., Fritzsons, K. E., and Glowienka, S. (2006). “Structural robustness in the light of risk and consequence analysis.” Struct. Eng. Int., 16(2), 101–107.
Marjanishvili, S. (2004). “Progressive analysis procedure for progressive collapse.” J. Perform. Constr. Facil., 79–85.
McAllister, T. (2015). “Research needs for developing a risk-informed methodology for community resilience.” J. Struct. Eng., C4015008.
McAllister, T. P. (2013). “Developing guidelines and standards for disaster resilience of the built environment: A research needs assessment.” National Institute of Standards and Technology (NIST), Gaithersburg, MD.
McDaniels, T., Chang, S., Cole, D., Mikawoz, J., and Longstaff, H. (2008). “Fostering resilience to extreme events within infrastructure systems: Characterizing decision contexts for mitigation and adaptation.” Global Environ. Change, 18(2), 310–318.
Melchers, R. E. (1999). Structural reliability analysis and prediction, 2nd Ed., Wiley, New York.
Miles, S. B., and Chang, S. E. (2006). “Modeling community recovery from earthquakes.” Earthquake Spectra, 22(2), 439–458.
Moghtaderi-Zadeh, M., Wood, K., Der Kiureghian, A., and Barlow, R. E. (1982). “Seismic reliability of lifeline networks.” J. Tech. Councils, 108(1), 60–78.
Nagurney, A., and Qiang, Q. (2007). “A network efficiency measure with application to critical infrastructure networks.” J. Global Optim., 40(1–3), 261–275.
Nagurney, A., and Qiang, Q. (2008). “An efficiency measure for dynamic networks modeled as evolutionary variational inequalities with application to the Internet and vulnerability analysis.” NETNOMICS Econ. Res. Electr. Networking, 9(1), 1–20.
National Institute of Building Sciences (NIBS). (2015). “Whole building design guide.” 〈http://www.wbdg.org/references/pa_dod.php〉 (Apr. 15, 2016).
NEHRP Consultants Joint Venture. (2014). “Earthquake-resilient lifelines: NEHRP research, development and implementation roadmap.” National Institute of Standards and Technology, Washington, DC.
Newman, M. E. J. (2010). Networks: An introduction, Oxford University Press, Oxford.
Ng, A. K. S., and Efstathiou, J. (2006). “Structural robustness of complex network.” Proc., Int. Workshop and Conf. on Network Science, Bloomington, IN.
Ouyang, M., and Dueñas-Osorio, L. (2011). “An approach to design interface topologies across interdependent urban infrastructure systems.” Reliab. Eng. Syst. Saf., 96(11), 1462–1473.
Ouyang, M., and Dueñas-Osorio, L. (2014). “Multi-dimensional hurricane resilience assessment of electric power systems.” Struct. Saf., 48, 15–24.
Ouyang, M., Dueñas-Osorio, L., and Min, X. (2012). “A three-stage resilience analysis framework for urban infrastructure systems.” Struct. Saf., 36–37, 23–31.
Pagani, G. A., and Aiello, M. (2015). “A complex network approach for identifying vulnerabilities of the medium and low voltage grid.” Int. J. Crit. Infrastruct., 11(1), 36–61.
PEER (Pacific Earthquake Engineering Research). (2010). “Guidelines for performance-based seismic design of tall buildings, Pacific Earthquake Engineering Research Center (PEER) as part of the tall buildings initiative.”, Center College of Engineering, Univ. of California, Berkeley, CA.
Poland, C. (2009). The resilient city: Defining what San Francisco needs from its seismic mitigation policies, San Francisco Planning + Urban Research Association (SPUR), San Francisco.
Poljanšek, K., Bono, F., and Gutiérrez, E. (2012). “Seismic risk assessment of interdependent critical infrastructure systems: The case of European gas and electricity networks.” Earthquake Eng. Struct. Dyn., 41(1), 61–79.
Poyrazoglu, G., and Oh, H. (2015). “Optimal topology control with physical power flow constraints and N-1 contingency criterion.” IEEE Trans. Power Syst., 99, 1–9.
Rausand, M., and Høyland, A. (2004). System reliability theory: Models, statistical methods, and applications, Wiley, Hoboken, NJ.
Reid, S. G. (1999). “Perception and communication of risk, and the importance of dependability.” Struct. Saf., 21(4), 373–384.
Rokneddin, K., Ghosh, J., Dueñas-Osorio, L., and Padgett, J. E. (2013). “Bridge retrofit prioritisation for ageing transportation networks subject to seismic hazards.” Struct. Infrastruct. Eng., 9(10), 1050–1066.
Rokneddin, K., Ghosh, J., Dueñas-Osorio, L., and Padgett, J. E. (2014). “Seismic reliability assessment of aging highway bridge networks with field instrumentation data and correlated failures. II: Application.” Earthquake Spectra, 30(2), 819–843.
Rose, A., and Liao, S.-Y. (2005). “Modeling regional economic resilience to disasters: A computable general equilibrium analysis of water service disruptions.” J. Reg. Sci., 45(1), 75–112.
Sánchez-Silva, M., Frangopol, D. M., Padgett, J., and Soliman, M. (2016). “Maintenance and operation of infrastructure systems: A review.” J. Struct. Eng., in press.
Scott, D. M., Novak, D. C., Aultman-Hall, L., and Guo, F. (2006). “Network robustness index: A new method for identifying critical links and evaluating the performance of transportation networks.” J. Transp. Geogr., 14(3), 215–227.
Shinozuka, M., Dong, X., Chen, T. C., and Jin, X. (2007). “Seismic performance of electric transmission network under component failures.” Earthquake Eng. Struct. Dyn., 36(2), 227–244.
Shinozuka, M., Murachi, Y., Dong, X., Zhou, Y., and Orlikowski, M. J. (2003). “Effect of seismic retrofit of bridges on transportation networks.” Earthquake Eng. Eng. Vib., 2(2), 169–179.
Sorensen, J. D., and Christensen, H. H. (2006). “Danish requirements for robustness of structures: Background and implementation.” Struct. Eng. Int., 16(2), 172–177.
Spence, S. M. J., and Kareem, A. (2014). “Performance-based design and optimization of uncertain wind-excited dynamic building systems.” Eng. Struct., 78, 133–144.
Starossek, U. (2009). Engineering structures, ICE, London.
Thoft-Christensen, P., and Baker, M. J. (1982). Structural reliability theory and its applications, Springer, New York.
U.S. DOE (U.S. Department of Energy). (2009). “Smart grid system report.” Washington, DC.
U.S. GSA (U.S. General Services Administration). (2013). “Alternate path analysis and design guideline for progressive collapse.” Washington, DC.
Walski, T. M. (1987). Water supply system rehabilitation, ASCE, Reston, VA.
Wang, Z., Padgett, J. E., and Dueñas-Osorio, L. (2014). “Toward a uniform seismic risk design of reinforced concrete bridges: A displacement-based approach.” Struct. Saf., 50, 103–112.
Wisniewski, D., Casas, J. R., and Ghosn, M. (2006). “Load capacity evaluation of existing railway bridges based on robustness quantification.” Struct. Eng. Int., 16(2), 161–166.
Xu, C., and Goulter, I. (1998). “Probabilistic model for water distribution reliability.” J. Water Resour. Plann. Manage., 218–228.
Yang, S., Hsu, N., Louie, P., and Yeh, W. (1996). “Water distribution network reliability: Connectivity analysis.” J. Infrastruct. Syst., 54–64.
Yazdani, A., and Jeffrey, P. (2011). “Complex network analysis of water distribution systems.” Chaos Interdiscip. J. Nonlinear Sci., 21(1), 016111.
Zhang, P., Peeta, S., and Friesz, T. (2005). “Dynamic game theoretic model of multi-layer infrastructure networks.” Networks Spatial Econ., 5(2), 147–178.
Zhou, H., Wang, J., Wan, J., and Jia, H. (2009). “Resilience to natural hazards: A geographic perspective.” Nat. Hazard., 53(1), 21–41.
Zio, E. (2007). “From complexity science to reliability efficiency: A new way of looking at complex network systems and critical infrastructures.” Int. J. Crit. Infrastruct., 3(3), 488–508.
Zio, E., and Piccinelli, R. (2010). “Randomized flow model and centrality measure for electrical power transmission network analysis.” Reliab. Eng. Syst. Saf., 95(4), 379–385.

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Journal of Structural Engineering
Volume 142Issue 9September 2016

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Received: May 17, 2014
Accepted: Feb 16, 2016
Published online: Jun 2, 2016
Published in print: Sep 1, 2016
Discussion open until: Nov 2, 2016

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M. Ghosn, M.ASCE [email protected]
Professor, Dept. of Civil Engineering, City College of New York/CUNY, New York, NY 10031 (corresponding author). E-mail: [email protected]
L. Dueñas-Osorio, M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Rice Univ., Houston, TX 77005. E-mail: [email protected]
D. M. Frangopol, Dist.M.ASCE [email protected]
The Fazlur R. Khan Endowed Chair Professor, Structural Engineering and Architecture, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015. E-mail: [email protected]
T. P. McAllister, M.ASCE [email protected]
Research Structural Engineer, National Institute of Standards and Technology, Gaithersburg, MD 20899. E-mail: [email protected]
P. Bocchini, M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015. E-mail: [email protected]
L. Manuel, M.ASCE [email protected]
Professor, George and Dawn L. Coleman Centennial Fellow in Engineering, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas at Austin, Austin, TX 78712-1068. E-mail: [email protected]
B. R. Ellingwood, Dist.M.ASCE [email protected]
Distinguished Professor, Colorado State Univ., Ft. Collins, CO 80523. E-mail: [email protected]
Structural Engineer, StroNGER S.r.l., Tecnopolo Tiburtino, 00131 Rome, Italy. E-mail: [email protected]
F. Bontempi [email protected]
Structural Engineer, StroNGER S.r.l., Tecnopolo Tiburtino, 00131 Rome, Italy. E-mail: [email protected]
M. Shah, F.ASCE [email protected]
Principal, Shah Associates, 10 Alderwood Ln., Syosset, NY 11791. E-mail: [email protected]
M. Akiyama, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Waseda Univ., 3-4-1 Okubo Shinjuku-Ku, Tokyo 169-8555, Japan. E-mail: [email protected]
F. Biondini, M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Politecnico di Milano, Milan, Italy. E-mail: [email protected]
S. Hernandez, M.ASCE [email protected]
Professor, School of Civil Engineering, Univ. of Coruna, La Coruna 15071, Spain. E-mail: [email protected]
G. Tsiatas, M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Rhode Island Univ., Kingston, RI 02881.E-mail: [email protected]

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