JKSCE - KSCE JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING RESEARCH

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10.1145/363397.363547Bell, J. R. (1968). “Algorithm 334: Normal Random Deviates.” Communications of the Association for Computing Machinery (CACM), Vol. 11, No. 7, pp. 498-499. Bell, J. R. (1968). “Algorithm 334: Normal Random Deviates.” Communications of the Association for Computing Machinery (CACM), Vol. 11, No. 7, pp. 498-499.

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Bennett, C. R. and Greenwood, I. D. (2000). Highway Development and Management Series Vol. 7: Modeling Road User and Environmental Effects in HDM-4, The World Road Association (PIARC), La Defense.Bennett, C. R. and Greenwood, I. D. (2000). Highway Development and Management Series Vol. 7: Modeling Road User and Environmental Effects in HDM-4, The World Road Association (PIARC), La Defense.

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10.1214/aoms/1177706645Box, G. E. P. and Muller, M. E. (1958). “A note on the generation of random normal deviates.” The Annals of Mathematical Statistics, Vol. 29, No. 2, pp. 610-611.Box, G. E. P. and Muller, M. E. (1958). “A note on the generation of random normal deviates.” The Annals of Mathematical Statistics, Vol. 29, No. 2, pp. 610-611.

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Chatti, K. and Zaabar, I. (2012). NCHRP report 720: Estimating the effects of pavement condition on vehicle operating costs, Trans- portation Research Board (TRB), Washington, D.C.Chatti, K. and Zaabar, I. (2012). NCHRP report 720: Estimating the effects of pavement condition on vehicle operating costs, Trans- portation Research Board (TRB), Washington, D.C.

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10.1007/s12205-011-1065-4Do, M.-S. (2011). “Comparative analysis on mean life reliability with functionally classified pavement sections.” KSCE J. of Civil Engineering, Vol. 15, No. 2, pp. 261-270 (in Korean).Do, M.-S. (2011). “Comparative analysis on mean life reliability with functionally classified pavement sections.” KSCE J. of Civil Engineering, Vol. 15, No. 2, pp. 261-270 (in Korean).

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Do, M.-S., Han, D.-S., Yoo, I.-K. and Lee, S.-H. (2006). “Performance and economic analysis for rut-resistance pavement considering life cycle cost.” J. of the Korean Society of Civil Engineering, Vol. 26, 5D, pp. 783-796 (in Korean).Do, M.-S., Han, D.-S., Yoo, I.-K. and Lee, S.-H. (2006). “Performance and economic analysis for rut-resistance pavement considering life cycle cost.” J. of the Korean Society of Civil Engineering, Vol. 26, 5D, pp. 783-796 (in Korean).

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Do, M.-S., Han, D.-S., Lee, J.-D. and Lee, Y.-U. (2007). “Economic analysis for road pavement maintenance by using HDM.” J. of the Korean Society of Civil Engineering, Vol. 27, 3D, pp. 311-323 (in Korean).Do, M.-S., Han, D.-S., Lee, J.-D. and Lee, Y.-U. (2007). “Economic analysis for road pavement maintenance by using HDM.” J. of the Korean Society of Civil Engineering, Vol. 27, 3D, pp. 311-323 (in Korean).

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Federal Highway Administration (FHWA) (1998). Life-cycle cost analysis in pavement design: In Search of Better Investment Decisions, FHWA-SA-98-079, Federal highway Administration, Washington, DC, U.S.Federal Highway Administration (FHWA) (1998). Life-cycle cost analysis in pavement design: In Search of Better Investment Decisions, FHWA-SA-98-079, Federal highway Administration, Washington, DC, U.S.

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10.12652/Ksce.2012.32.6D.587Han, D.-S. and Do, M.-S. (2012a). “Correction of latent errors in pavement deterioration data using statistical methods.” J. of the Korean Society of Civil Engineering. Vol. 32, No. 6D, pp. 587-598 (in Korean).Han, D.-S. and Do, M.-S. (2012a). “Correction of latent errors in pavement deterioration data using statistical methods.” J. of the Korean Society of Civil Engineering. Vol. 32, No. 6D, pp. 587-598 (in Korean).

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Han, D.-S. and Do, M.-S. (2012b). “Development of budget-oriented managerial accounting information system for pavement management.” KSCE J. of Civil Engineering (in review) (in Korean).Han, D.-S. and Do, M.-S. (2012b). “Development of budget-oriented managerial accounting information system for pavement management.” KSCE J. of Civil Engineering (in review) (in Korean).

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Han, D.-S. and Do, M.-S. (2012c). “Development of Korean life cycle cost analysis model for road pavement asset management.” J. of the Korean Society of Civil Engineers (in review) (in Korean).Han, D.-S. and Do, M.-S. (2012c). “Development of Korean life cycle cost analysis model for road pavement asset management.” J. of the Korean Society of Civil Engineers (in review) (in Korean).

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10.12652/Ksce.2012.32.4D.345Han, D.-S. and Do, M.-S. (2012d). “Estimation of life expectancy and budget demands based on maintenance strategy.” J. of the Korean Society of Civil Engineers, Vol. 32, No. 4D, pp. 345-356 (in Korean).Han, D.-S. and Do, M.-S. (2012d). “Estimation of life expectancy and budget demands based on maintenance strategy.” J. of the Korean Society of Civil Engineers, Vol. 32, No. 4D, pp. 345-356 (in Korean).

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Han, D.-S. and Do, M.-S. (2012e). “Life cycle cost analysis on pavement inspection intervals considering delay in maintenance.” KSCE J. of Civil Engineering (in review) (in Korean).Han, D.-S. and Do, M.-S. (2012e). “Life cycle cost analysis on pavement inspection intervals considering delay in maintenance.” KSCE J. of Civil Engineering (in review) (in Korean).

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Han, D.-S. and Kobayashi, K. (2012f). “Criteria for the development and improvement of PMS models.” KSCE J. of Civil Engineering (Forthcoming, Sep.2013) (in Korean).Han, D.-S. and Kobayashi, K. (2012f). “Criteria for the development and improvement of PMS models.” KSCE J. of Civil Engineering (Forthcoming, Sep.2013) (in Korean).

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Han, D., Kaito, K. and Kobayashi, K. (2012g). “Application of Bayesian estimation method with Markov hazard model to improve deterioration forecasts for infrastructure management.” KSCE J. of Civil Engineering (in review) (in Korean).Han, D., Kaito, K. and Kobayashi, K. (2012g). “Application of Bayesian estimation method with Markov hazard model to improve deterioration forecasts for infrastructure management.” KSCE J. of Civil Engineering (in review) (in Korean).

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10.1007/s12205-013-1934-0Han, D.-S., Kobayashi, K. and Do, M.-S. (2012h). “Section-based multifunctional calibration method for pavement deterioration.” KSCE J. of Civil Engineering, Vol. 17, No. 2, pp. 386-394 (in Korean).Han, D.-S., Kobayashi, K. and Do, M.-S. (2012h). “Section-based multifunctional calibration method for pavement deterioration.” KSCE J. of Civil Engineering, Vol. 17, No. 2, pp. 386-394 (in Korean).

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Han, D.-S. (2011). Development of Open-source Hybrid Pavement Management System for an International Standard, A PhD. Dis- sertation, Kyoto University, Kyoto.Han, D.-S. (2011). Development of Open-source Hybrid Pavement Management System for an International Standard, A PhD. Dis- sertation, Kyoto University, Kyoto.

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Han, D.-S., Do, M.-S., Kim, S.-H. and Kim, J.-H. (2007). “Life cycle cost analysis of pavement maintenance standard considering user and socio-environmental cost.” J. of the Korean Society of Civil Engineering, Vol. 27, No. 6d, pp. 727-740 (in Korean).Han, D.-S., Do, M.-S., Kim, S.-H. and Kim, J.-H. (2007). “Life cycle cost analysis of pavement maintenance standard considering user and socio-environmental cost.” J. of the Korean Society of Civil Engineering, Vol. 27, No. 6d, pp. 727-740 (in Korean).

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Kaito, K. and Kobayashi, K. (2007). “Bayesian estimation of Markov deterioration hazard model.” J. of Japan Society of Civil Engineers, Vol. 63(A), No. 2, pp. 336-355 (in Japanese).Kaito, K. and Kobayashi, K. (2007). “Bayesian estimation of Markov deterioration hazard model.” J. of Japan Society of Civil Engineers, Vol. 63(A), No. 2, pp. 336-355 (in Japanese).

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Kaito, K., Kobayashi, K., Aoki, K. and Matsuoka, K. (2012). “Hierarchical Bayesian estimation of mixed hazard models.” J. of Japan Society of Civil Engineers (Infrastructure planning reviews div.), Vol. 68, No. 4, pp. 255-271 (in Japanese).Kaito, K., Kobayashi, K., Aoki, K. and Matsuoka, K. (2012). “Hierarchical Bayesian estimation of mixed hazard models.” J. of Japan Society of Civil Engineers (Infrastructure planning reviews div.), Vol. 68, No. 4, pp. 255-271 (in Japanese).

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10.1145/362946.362996Knopp, R. (1969). “Remark on algorithm 334 [G5]: normal random deviates.” Communications of the Association for Computing Mac- hinery (CACM), Vol. 12, No. 5, pp. 275-281.Knopp, R. (1969). “Remark on algorithm 334 [G5]: normal random deviates.” Communications of the Association for Computing Mac- hinery (CACM), Vol. 12, No. 5, pp. 275-281.

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Kobayashi, K., Do, M.-S. and Han, D.-S. (2010a). “Estimation of Markovian transition probabilities for pavement deterioration forecasting.” KSCE J. of Civil Engineering, Vol. 14, No. 3, pp. 341-351 (in Korean).Kobayashi, K., Do, M.-S. and Han, D.-S. (2010a). “Estimation of Markovian transition probabilities for pavement deterioration forecasting.” KSCE J. of Civil Engineering, Vol. 14, No. 3, pp. 341-351 (in Korean).

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10.1061/(ASCE)1076-0342(2008)14:2(159)Kobayashi, K., Ejiri, R. and Do, M.-S. (2008), “Pavement management accounting system.” J. of Infrastructure Systems, ASCE., Vol. 14, No. 2, pp. 159-168.Kobayashi, K., Ejiri, R. and Do, M.-S. (2008), “Pavement management accounting system.” J. of Infrastructure Systems, ASCE., Vol. 14, No. 2, pp. 159-168.

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10.1016/j.trb.2011.11.008Kobayashi, K., Kaito, K. and Nam, L. T. (2012). “A statistical deterioration forecasting method using hidden Markov model with measurement error.” Transportation Research-Part B, Vol. 46, pp. 544-561.Kobayashi, K., Kaito, K. and Nam, L. T. (2012). “A statistical deterioration forecasting method using hidden Markov model with measurement error.” Transportation Research-Part B, Vol. 46, pp. 544-561.

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10.1061/(ASCE)IS.1943-555X.0000033Kobayashi, K., Kaito, K. and Nam, L. T. (2010b). “Deterioration forecasting model with multistage Weibull hazard functions.” J. of Infrastructure Systems, ASCE., Vol. 16, No. 4, pp. 282-291.Kobayashi, K., Kaito, K. and Nam, L. T. (2010b). “Deterioration forecasting model with multistage Weibull hazard functions.” J. of Infrastructure Systems, ASCE., Vol. 16, No. 4, pp. 282-291.

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Korea Institute of Construction Technology (KICT) (2009). Final-report of the national highway pavement management system 2008, Ministry of Land, Transportation, and Maritime Affair (MLTM) (in Korean).Korea Institute of Construction Technology (KICT) (2009). Final-report of the national highway pavement management system 2008, Ministry of Land, Transportation, and Maritime Affair (MLTM) (in Korean).

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Markov, A. A. (1971). Extension of the limit theorems of probability theory to a sum of variables connected in a chain, Reprinted in Appendix B of (R. Howard, 2007) Dynamic Probabilistic Systems, Volume 1: Markov Chains, John Wiley and Sons.Markov, A. A. (1971). Extension of the limit theorems of probability theory to a sum of variables connected in a chain, Reprinted in Appendix B of (R. Howard, 2007) Dynamic Probabilistic Systems, Volume 1: Markov Chains, John Wiley and Sons.

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Morosiuk, G. (1998). Derivation of a new rut depth model for the structural deformation component in HDM-4, TRL Project Report PR/ORC/610/98, Transport Research Laboratory, Crowthorne, UK.Morosiuk, G. (1998). Derivation of a new rut depth model for the structural deformation component in HDM-4, TRL Project Report PR/ORC/610/98, Transport Research Laboratory, Crowthorne, UK.

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Morosiuk, G., Reley, M, J. and Odoki, J. B. (2000). Highway development and management series: Vol. 6 – Modelling road deterioration and works effects, The World Road Association (PIARC), La Defense, France.Morosiuk, G., Reley, M, J. and Odoki, J. B. (2000). Highway development and management series: Vol. 6 – Modelling road deterioration and works effects, The World Road Association (PIARC), La Defense, France.

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Nam, L. T., Kaito, K., Kobayashi, K., Okizuka, R. (2012). “A Posson hidden Markov model for pavement deterioration prediction.” J. of Japan Society of Civil Engineers (JSCE), Vol. 68, No. 2, pp. 62-79 (in Japanese).Nam, L. T., Kaito, K., Kobayashi, K., Okizuka, R. (2012). “A Posson hidden Markov model for pavement deterioration prediction.” J. of Japan Society of Civil Engineers (JSCE), Vol. 68, No. 2, pp. 62-79 (in Japanese).

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NDLI (1995). Modeling road deterioration and maintenance effect in HDM-4(Final report), Asian Development Bank project RETA 5549, N.D. Lea International, Vancouver.NDLI (1995). Modeling road deterioration and maintenance effect in HDM-4(Final report), Asian Development Bank project RETA 5549, N.D. Lea International, Vancouver.

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Odoki, J. B. and Kerali, H. G. R. (2000). Highway development and management series: Vol. 4 - Analytical framework and model descriptions, The World Road Association (PIARC), La Defense, France.Odoki, J. B. and Kerali, H. G. R. (2000). Highway development and management series: Vol. 4 - Analytical framework and model descriptions, The World Road Association (PIARC), La Defense, France.

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Obama, K., Okada, K., Kaito, K. and Kobayashi, K. (2008). “Disaggregated hazard rates evaluation and bench-marking.” J. of Japan Society of Civil Engineers(JSCE), Vol. 64(A), No. 4, pp. 857-874 (in Japanese).Obama, K., Okada, K., Kaito, K. and Kobayashi, K. (2008). “Disaggregated hazard rates evaluation and bench-marking.” J. of Japan Society of Civil Engineers(JSCE), Vol. 64(A), No. 4, pp. 857-874 (in Japanese).

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Parkman, C. C. and Rolt, J. (1997). Characterisation of pavement strength in HDM-III and possible changes for HDM-4, TRL Project Report PR/ORC/587/97, Transport Research Laboratory, Crowthorne, UK.Parkman, C. C. and Rolt, J. (1997). Characterisation of pavement strength in HDM-III and possible changes for HDM-4, TRL Project Report PR/ORC/587/97, Transport Research Laboratory, Crowthorne, UK.

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Paterson, W. D. O. (1987). Road Deterioration and Maintenance Effects, World Bank Publications, Washington, D.C., USA.Paterson, W. D. O. (1987). Road Deterioration and Maintenance Effects, World Bank Publications, Washington, D.C., USA.

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10.2208/jsceseee.23.241sTsuda, Y., Kaito, K., Aoki, K. and Kobayashi, K. (2006). “Estimating Markovian transition probabilities for bridge deterioration forecasting.” J. of Structural Engineering and Earthquake Engineering, JSCE., Vol. 23, No. 2, pp. 241-256.Tsuda, Y., Kaito, K., Aoki, K. and Kobayashi, K. (2006). “Estimating Markovian transition probabilities for bridge deterioration forecasting.” J. of Structural Engineering and Earthquake Engineering, JSCE., Vol. 23, No. 2, pp. 241-256.

JKSCEKSCE JOURNAL OF CIVIL AND
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