On the applicability of random field theory to transportation network analysis

Bridge Maintenance, Safety, Management and Life-Cycle Optimization - Proceedings of the 5th International Conference on Bridge Maintenance, Safety and Management

Volumn , Issue , 2010, Pages 3025-3032

  Bocchini, Paolo ^a   Frangopol, Dan M ^a  

^a LEHIGH UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTATIONAL FRAMEWORK; EXTREME EVENTS; INTEGRATED ANALYSIS; NETWORK DEVELOPMENT; NETWORK ELEMENT; NETWORK RELIABILITY; OPTIMAL MAINTENANCE; PERFORMANCE ANALYSIS; RANDOM FIELD THEORY; RANDOM FIELDS; RELATIVE IMPORTANCE; SAMPLING-BASED; TERRORIST ATTACKS; TRANSPORTATION NETWORK; VEHICULAR COLLISIONS;

MAINTENANCE; OPTIMIZATION;

EXPLOSIONS;

EID: 84856706372     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (27)

1. Akgül, F. & Frangopol, D.M. 2003. Rating and reliability of existing bridges in a network. Journal of Bridge Engineering ASCE 8(6): 383-393.
2. Akgül, F. & Frangopol, D.M. 2004. Computational Platform for Predicting Lifetime System Reliability Profiles for Different Structure Types in a Network. Journal of Computing in Civil Engineering ASCE 18(2): 92-104.
3. Basoz, N. & Mander, J. 1999. Enhancement of the highway transportation lifeline module in HAZUS. National Institute of Building Sciences.
4. Bendat, J. S. & Piersol, A. G. 1986. Random Data: Analysis and Measurement Procedures, 2nd Edition. Wiley-Interscience.
5. Bocchini, P. & Deodatis G. 2008. Critical review and latest developments of a class of simulation algorithms for strongly non-Gaussian random fields. Probabilistic Engineering Mechanics 23(4): 393-407.
6. Bocchini, P. & Deodatis G. 2009. Simulation of strongly non-Gaussian multi-variate random fields. In Furuta, Frangopol & Shinozuka (eds.), Safety, Reliability and Risk of Structures, Infrastructures and Engineering Systems. CRC Press, Taylor & Francis.
7. Department of Homeland Security 2003. HAZUS-MH MR4 Earthquake Model Technical Manual. Department of Homeland Security; Emergency Preparedness and Response Directorate; Federal Emergency Management Agency; Mitigation Division. Washington, D.C.
8. Department of Homeland Security 2009. HAZUS-MH MR4 Earthquake Model User Manual. Department of Homeland Security; Federal Emergency Management Agency; Mitigation Division. Washington, D.C.
9. Dreyfus, S.E. 1969. An Appraisal of Some Shortest-Path Algorithms. Operations Research 17(3): 395-412.
10. Dueñas-Osorio, L., Craig, J.I. & Goodno, B.J. 2007a. Seismic response of critical interdependent networks. Earthquake Engineering and Structural Dynamics 36: 285-306.
11. Dueñas-Osorio, L., Craig, J.I., Goodno, B.J. & Bostrom, A. 2007b. Interdependent Response of Networked Systems. Journal of Infrastructure Systems ASCE 13(3): 185-194.
12. Dueñas-Osorio, L. & Vemuru, S.M. 2009. Cascading failures in complex infrastructure systems. Structural Safety 31: 157-167.
13. Evans, S.P. 1976. Derivation and analysis of some models for combining trip distribution and assignment. Transportation research 10(1): 37-57.
14. Floyd, R.W. 1962. Algorithm 97, Shortest Path. Communications of the Association for Computing Machinery 5: 345.
15. Frank, M. & Wolfe, P. 1956. An algorithm for quadratic programming. Naval Research Logistics Quarterly 3(1-2): 95-110.
16. Gibbons, A.M. 1985. Algorithmic Graph Theory. Cambridge University Press.
17. Hernández-Fajardo, I. & Dueñas-Osorio, L. 2009. Time Sequential Evolution of Interdependent Lifeline Systems. In Furuta, Frangopol & Shinozuka (eds.), Safety, Reliability and Risk of Structures, Infrastructures and Engineering Systems. CRC Press, Taylor & Francis.
18. Lee, C. & Machemehl, R.B. 2005. Combined Traffic Signal Control and Traffic Assignment: Algorithms, Implementation and Numerical Results. Research Report SWUTC/05/472840-00074-1, Southwest Region University Transportation Center, Center for Transportation Research University of Texas at Austin.
19. Levinson, D. & Kumar, A. 1995. A Multi-modal Trip Distribution Model. Transportation Research Record 1466: 124-131.
20. Liu, M. & Frangopol D.M. 2005a. Time-Dependent Bridge Network Reliability: Novel Approach. Journal of Structural Engineering ASCE 131(2): 329-337.
21. Liu, M. & Frangopol D.M. 2005b. Balancing Connectivity of Deteriorating Bridge Networks and Long-Term Maintenance Cost through Optimization. Journal of Bridge Engineering ASCE 10(4): 468-481.
22. Liu, M. & Frangopol D.M. 2006. Probability-Based Bridge Network Performance Evaluation. Journal of Bridge Engineering ASCE 11(5): 633-641.
23. McNally M.G. 2000. The four-step model. In Hensher & Button (eds.), Handbook of transport modeling. Emerald Group Publishing.
24. Rubin, F. 1984. A search procedure for Hamilton paths and circuits. Journal of the Association for Computing Machinery 21(4): 576-580.
25. Shinozuka, M., Zhou, Y., Banerjee, S. & Murachi, Y. 2006. Cost-effectiveness of seismic bridge retrofit. In Cruz, Frangopol & Neves (eds.), Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost; Proc. Int. conf. IABMAS 2006, Porto, Portugal, 16-19 July 2006. Taylor & Francis.
26. Wardrop, J.G. 1952. Some theoretical aspects of road traffic research. Proceedings of the Institution of Civil Engineers 1(3): 325-362.
27. Warshall, S. 1962. A Theorem on Boolean Matrices. Journal of the Association for Computing Machinery 9: 11-12.