메뉴 건너뛰기




Volumn , Issue , 2015, Pages 50-69

Time-dependent earthquake risk assessment modeling incorporating sustainability metrics

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGES; DAMAGE DETECTION; DETERIORATION; EARTHQUAKE ENGINEERING; ENVIRONMENTAL IMPACT; HAZARDS; LIFE CYCLE; SEISMOLOGY; SUSTAINABLE DEVELOPMENT;

EID: 84941212294     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/b17618-7     Document Type: Conference Paper
Times cited : (3)

References (57)
  • 2
    • 34547875707 scopus 로고    scopus 로고
    • Seismic Retrofitting of Corroded Reinforced Concrete Columns Using Carbon Composites
    • Aquino, W. & Hawkins, N. M. 2007. Seismic Retrofitting of Corroded Reinforced Concrete Columns Using Carbon Composites. ACI Structural Journal, 104(3): 348-356
    • (2007) ACI Structural Journal , vol.104 , Issue.3 , pp. 348-356
    • Aquino, W.1    Hawkins, N.M.2
  • 4
    • 33645682046 scopus 로고    scopus 로고
    • Vector-Valued Ground Motion Intensity Measures for Probabilistic Seismic Demand Analysis
    • Stanford, CA
    • Baker, J. W. & Cornell, C. A. 2005. Vector-Valued Ground Motion Intensity Measures for Probabilistic Seismic Demand Analysis. Technical Report 150, Stanford, CA,.
    • (2005) Technical Report , vol.150
    • Baker, J.W.1    Cornell, C.A.2
  • 9
    • 35349015785 scopus 로고    scopus 로고
    • Probabilistic capacity models and seismic fragility estimates for RC columns subject to corrosion
    • Choe, D.-E., Gardoni, P., Rosowsky, D. V. and Haukaas, T. 2008. Probabilistic capacity models and seismic fragility estimates for RC columns subject to corrosion. Reliability Engineering & System Safety, 93(3): 383-393
    • (2008) Reliability Engineering & System Safety , vol.93 , Issue.3 , pp. 383-393
    • Choe, D.-E.1    Gardoni, P.2    Rosowsky, D.V.3    Haukaas, T.4
  • 10
    • 64249121595 scopus 로고    scopus 로고
    • Seismic fragility estimates for reinforced concrete bridges subject to corrosion
    • Choe, D.-E., Gardoni, P., Rosowsky, D. V. and Haukaas, T. 2009. Seismic fragility estimates for reinforced concrete bridges subject to corrosion. Struct Safety, 31(4): 275-283
    • (2009) Struct Safety , vol.31 , Issue.4 , pp. 275-283
    • Choe, D.-E.1    Gardoni, P.2    Rosowsky, D.V.3    Haukaas, T.4
  • 11
    • 0002202344 scopus 로고    scopus 로고
    • Progress and Challenges in Seismic Performance Assessment
    • Cornell, C. A. and Krawinkler, H. 2000. Progress and Challenges in Seismic Performance Assessment. PEER Center News, 3(2): 1-4
    • (2000) PEER Center News , vol.3 , Issue.2 , pp. 1-4
    • Cornell, C.A.1    Krawinkler, H.2
  • 12
    • 0036540736 scopus 로고    scopus 로고
    • Probabilistic basis for 2000 SAC Federal Emergency Management Agency steel moment frame guidelines
    • Cornell, C. A., Jalayer F., Hamburger, R. O. and A. Foutch, D. 2002. Probabilistic basis for 2000 SAC Federal Emergency Management Agency steel moment frame guidelines. Journal of Structural Engineering, 128(4): 526-533
    • (2002) Journal of Structural Engineering , vol.128 , Issue.4 , pp. 526-533
    • Cornell, C.A.1    Jalayer, F.2    Hamburger, R.O.3    Foutch, A.D.4
  • 14
    • 0032027720 scopus 로고    scopus 로고
    • Service-life prediction of deteriorating concrete bridges
    • Enright, M. P. and Frangopol, D. M. 1998a. Service-life prediction of deteriorating concrete bridges. Journal of Structural Engineering, 124(3): 309
    • (1998) Journal of Structural Engineering , vol.124 , Issue.3 , pp. 309
    • Enright, M.P.1    Frangopol, D.M.2
  • 15
    • 0032210979 scopus 로고    scopus 로고
    • Probabilistic analysis of resistance degradation of reinforced concrete bridge beams under corrosion
    • Enright, M. P. and Frangopol, D. M. 1998b. Probabilistic analysis of resistance degradation of reinforced concrete bridge beams under corrosion. Eng Struct, 20 (11): 960-971
    • (1998) Eng Struct , vol.20 , Issue.11 , pp. 960-971
    • Enright, M.P.1    Frangopol, D.M.2
  • 16
    • 84941198622 scopus 로고    scopus 로고
    • Implementation of Multiscale Models in a Probabilistic Framework for Performance-Based Durability Engineering. In R. I. Borja, editor
    • Flint, M. M. and Billington. S. L. 2011. Implementation of Multiscale Models in a Probabilistic Framework for Performance-Based Durability Engineering. In R. I. Borja, editor, Multiscale and Multiphysics Processes in Geomechanics, 173-176
    • (2011) Multiscale and Multiphysics Processes in Geomechanics , pp. 173-176
    • Flint, M.M.1    Billington, S.L.2
  • 17
    • 0001888171 scopus 로고    scopus 로고
    • Management of bridge stocks based on future reliability and maintenance costs. In P. C. Das, D. M. Frangopol, and A. S. Nowak, editors
    • London, UK,. The Institution of Civil Engineers, Thomas Telford
    • Frangopol, D. M. and Das, P. C. 1999. Management of bridge stocks based on future reliability and maintenance costs. In P. C. Das, D. M. Frangopol, and A. S. Nowak, editors, Cur-rent and Future Trends in Bridge Design, Construction and Maintenance, 45-58, London, UK,. The Institution of Civil Engineers, Thomas Telford.
    • (1999) Cur-rent and Future Trends in Bridge Design, Construction and Maintenance , pp. 45-58
    • Frangopol, D.M.1    Das, P.C.2
  • 19
    • 0005732140 scopus 로고    scopus 로고
    • Bridge management based on lifetime reliability and whole life costing: The next generation. In M. Ryall, G. Parke, and J. Harding, editors
    • London, UK,. Institution of Civil Engineers, Thomas Telford
    • Frangopol, D. M., Kong, J. S. and Gharaibeh. E. S. 2000. Bridge management based on lifetime reliability and whole life costing: The next generation. In M. Ryall, G. Parke, and J. Harding, editors, Bridge Management Four: Inspection, Maintenance, Assessment and Repair, London, UK,. Institution of Civil Engineers, Thomas Telford.
    • (2000) Bridge Management Four: Inspection, Maintenance, Assessment and Repair
    • Frangopol, D.M.1    Kong, J.S.2    Gharaibeh, E.S.3
  • 20
    • 0035151209 scopus 로고    scopus 로고
    • Reli-ability-Based Life-Cycle Managementof Highway Bridges
    • Infor Tech Life-cycle Infrastr Manag)
    • Frangopol, D. M., Kong, J. S. and Gharaibeh, E. S. 2001. Reli-ability-Based Life-Cycle Managementof Highway Bridges. Journal of Computing in Civil Engineering, 15(Infor Tech Life-cycle Infrastr Manag): 27-34
    • (2001) Journal of Computing in Civil Engineering , vol.15 , pp. 27-34
    • Frangopol, D.M.1    Kong, J.S.2    Gharaibeh, E.S.3
  • 21
    • 31644435113 scopus 로고    scopus 로고
    • Probabilistic models for life-cycle performance of deteriorating structures: Review and future directions
    • Frangopol, D. M., Kallen, M.-J. and van Noortwijk, J. M. 2004. Probabilistic models for life-cycle performance of deteriorating structures: review and future directions. Prog in Struct Eng & Mat, 6(4): 197-212
    • (2004) Prog in Struct Eng & Mat , vol.6 , Issue.4 , pp. 197-212
    • Frangopol, D.M.1    Kallen, M.-J.2    van Noortwijk, J.M.3
  • 22
    • 78650373487 scopus 로고    scopus 로고
    • Aging Considerations in the Development of Time-Dependent Seismic Fragility Curves
    • Ghosh, J. and Padgett, J. E. 2010. Aging Considerations in the Development of Time-Dependent Seismic Fragility Curves. Journal of Structural Engineering, 136(12): 1497-1511
    • (2010) Journal of Structural Engineering , vol.136 , Issue.12 , pp. 1497-1511
    • Ghosh, J.1    Padgett, J.E.2
  • 23
    • 78650412582 scopus 로고    scopus 로고
    • Time-Dependent Reliability of PSC Box-Girder Bridge Considering Creep, Shrinkage and Corrosion
    • Guo, T., Sause, R., Frangopol, D. M. and Li, A. 2010. Time-Dependent Reliability of PSC Box-Girder Bridge Considering Creep, Shrinkage and Corrosion. Journal of Bridge Engineering, 16(1): 29-43
    • (2010) Journal of Bridge Engineering , vol.16 , Issue.1 , pp. 29-43
    • Guo, T.1    Sause, R.2    Frangopol, D.M.3    Li, A.4
  • 27
    • 68149149843 scopus 로고    scopus 로고
    • Effect of cumulative seismic damage and corrosion on the life-cycle cost of reinforced concrete bridges
    • Kumar, R., Gardoni, P. and Sánchez-Silva M. 2009. Effect of cumulative seismic damage and corrosion on the life-cycle cost of reinforced concrete bridges. Earthquake Engineering & Structural Dynamics, 38(7): 887-905
    • (2009) Earthquake Engineering & Structural Dynamics , vol.38 , Issue.7 , pp. 887-905
    • Kumar, R.1    Gardoni, P.2    Sánchez-Silva, M.3
  • 28
    • 84941250794 scopus 로고    scopus 로고
    • Probabilistic Design and Management of Environmentally Sustainable Repair and Rehabilitation of Reinforced Concrete Structures
    • in press
    • Lepech, M. D., Geiker, M. R. and Stang, H. 2013. Probabilistic Design and Management of Environmentally Sustainable Repair and Rehabilitation of Reinforced Concrete Structures. Jour Cement & Concrete Composites, (in press)
    • (2013) Jour Cement & Concrete Composites
    • Lepech, M.D.1    Geiker, M.R.2    Stang, H.3
  • 29
    • 25444503554 scopus 로고    scopus 로고
    • Time-dependent risk assessment of structural deterioration caused by reinforcement corrosion
    • Li, C. Q. and Melchers, R. E. 2005. Time-dependent risk assessment of structural deterioration caused by reinforcement corrosion. ACI Structural Journal, 102(5): 754-762
    • (2005) ACI Structural Journal , vol.102 , Issue.5 , pp. 754-762
    • Li, C.Q.1    Melchers, R.E.2
  • 30
    • 50049130480 scopus 로고    scopus 로고
    • Influences of Rebar Corrosion on Seismic Behavior of Circular RC Columns
    • Li, J. and Gong, J. 2008. Influences of Rebar Corrosion on Seismic Behavior of Circular RC Columns. China Journal of Highway and Transport, 21(4): 55-60
    • (2008) China Journal of Highway and Transport , vol.21 , Issue.4 , pp. 55-60
    • Li, J.1    Gong, J.2
  • 31
    • 0000536130 scopus 로고    scopus 로고
    • Modeling the dynamic corrosion process in chloride contaminated concrete structures
    • Liu, T. and Weyers. R. E. 1998a. Modeling the dynamic corrosion process in chloride contaminated concrete structures. Cement and Concrete Research, 28(3): 365-379
    • (1998) Cement and Concrete Research , vol.28 , Issue.3 , pp. 365-379
    • Liu, T.1    Weyers, R.E.2
  • 32
    • 0032205178 scopus 로고    scopus 로고
    • Modeling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures
    • Liu, T. and Weyers. R. E. 1998b. Modeling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures. ACI Materials Journal, 95(6): 675-681
    • (1998) ACI Materials Journal , vol.95 , Issue.6 , pp. 675-681
    • Liu, T.1    Weyers, R.E.2
  • 33
    • 33947728888 scopus 로고    scopus 로고
    • On the mathematics of time-dependent apparent chloride diffusion coefficient in con-crete
    • Luping, T. and Gulikers, J. 2007. On the mathematics of time-dependent apparent chloride diffusion coefficient in con-crete. Cement and Concrete Research, 37(4): 589-595
    • (2007) Cement and Concrete Research , vol.37 , Issue.4 , pp. 589-595
    • Luping, T.1    Gulikers, J.2
  • 37
    • 0027594256 scopus 로고
    • Reliability-based ser-vice-life assessment of aging concrete structures
    • Mori, Y. and Ellingwood, B. R. 1993. Reliability-based ser-vice-life assessment of aging concrete structures. Journal of Structural Engineering, 119(5): 1600-1621
    • (1993) Journal of Structural Engineering , vol.119 , Issue.5 , pp. 1600-1621
    • Mori, Y.1    Ellingwood, B.R.2
  • 38
    • 0029271643 scopus 로고
    • Chloride attack of reinforced concrete: An overview
    • Neville, A. 1995. Chloride attack of reinforced concrete: an overview. Materials and Structures, 28(2): 63-70
    • (1995) Materials and Structures , vol.28 , Issue.2 , pp. 63-70
    • Neville, A.1
  • 40
    • 46649114342 scopus 로고    scopus 로고
    • Methodology for the development of analytical fragility curves for retrofitted bridges
    • Padgett, J. E. and DesRoches, R. 2008. Methodology for the development of analytical fragility curves for retrofitted bridges. Earthq Eng & Struct Dyn, 37(8): 1157-1174
    • (2008) Earthq Eng & Struct Dyn , vol.37 , Issue.8 , pp. 1157-1174
    • Padgett, J.E.1    DesRoches, R.2
  • 41
    • 42049111156 scopus 로고    scopus 로고
    • Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios
    • Padgett, J. E., Nielson, B. G. and DesRoches, R. 2008. Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios. Earthquake Engineering & Structural Dynamics, 37(5): 711-725
    • (2008) Earthquake Engineering & Structural Dynamics , vol.37 , Issue.5 , pp. 711-725
    • Padgett, J.E.1    Nielson, B.G.2    DesRoches, R.3
  • 42
    • 77950630414 scopus 로고    scopus 로고
    • Risk-based seismic life-cycle cost-benefit (LCC-B) analysis for bridge retrofit assessment
    • Padgett, J. E., Dennemann, K. and Ghosh, J. 2010. Risk-based seismic life-cycle cost-benefit (LCC-B) analysis for bridge retrofit assessment. Structural Safety, 32(3): 165-173
    • (2010) Structural Safety , vol.32 , Issue.3 , pp. 165-173
    • Padgett, J.E.1    Dennemann, K.2    Ghosh, J.3
  • 43
    • 58849161269 scopus 로고    scopus 로고
    • Earthquake recurrence on the south Hayward fault is most consistent with a time-dependent, renewal process
    • (L21301)
    • Parsons, T. 2008. Earthquake recurrence on the south Hayward fault is most consistent with a time-dependent, renewal process. Geophysical Research Letters, 35(L21301)
    • (2008) Geophysical Research Letters , vol.35
    • Parsons, T.1
  • 48
    • 52749095872 scopus 로고    scopus 로고
    • Mechanical behaviour of pitting corrosion of flexural and shear reinforcement and its effect on structural reliability of corroding RC beams
    • Stewart, M. G. 2009. Mechanical behaviour of pitting corrosion of flexural and shear reinforcement and its effect on structural reliability of corroding RC beams. Struct Saf, 31(1): 19-30
    • (2009) Struct Saf , vol.31 , Issue.1 , pp. 19-30
    • Stewart, M.G.1
  • 49
    • 0001805064 scopus 로고    scopus 로고
    • Time-dependent re-liability of deteriorating reinforced concrete bridge decks
    • Stewart M. G. and Rosowsky D. V. 1998. Time-dependent re-liability of deteriorating reinforced concrete bridge decks. Structural Safety, 20(1): 91-109
    • (1998) Structural Safety , vol.20 , Issue.1 , pp. 91-109
    • Stewart, M.G.1    Rosowsky, D.V.2
  • 52
    • 34249038920 scopus 로고    scopus 로고
    • Factors affecting life-cycle cost analysis of RC structures in chloride contaminated environments
    • Val D. V. 2007. Factors affecting life-cycle cost analysis of RC structures in chloride contaminated environments. Journal of Infrastructure Systems, 13(2): 135-143
    • (2007) Journal of Infrastructure Systems , vol.13 , Issue.2 , pp. 135-143
    • Val, D.V.1
  • 53
    • 0043204446 scopus 로고    scopus 로고
    • Life-cycle cost analysis of reinforced concrete structures in marine environments
    • Val D. V. and Stewart M. G. 2003. Life-cycle cost analysis of reinforced concrete structures in marine environments. Structural Safety, 25(4): 343-362
    • (2003) Structural Safety , vol.25 , Issue.4 , pp. 343-362
    • Val, D.V.1    Stewart, M.G.2
  • 55
    • 84868091710 scopus 로고    scopus 로고
    • Experimental Fragility Curves for Seismic Response of Reinforced Concrete Bridge Columns
    • Vosooghi A. and Saiidi M. S. 2012. Experimental Fragility Curves for Seismic Response of Reinforced Concrete Bridge Columns. ACI Structural Journal, (109): 825-834
    • (2012) ACI Structural Journal , Issue.109 , pp. 825-834
    • Vosooghi, A.1    Saiidi, M.S.2
  • 56
    • 0033625787 scopus 로고    scopus 로고
    • Structural reliability of concrete bridges including improved chloride-induced corrosion models
    • Vu K. A. T. and Stewart M. G. 2000. Structural reliability of concrete bridges including improved chloride-induced corrosion models. Structural Safety, 22(4): 313-333
    • (2000) Structural Safety , vol.22 , Issue.4 , pp. 313-333
    • Vu, K.A.T.1    Stewart, M.G.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.