-
2
-
-
34547875707
-
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
-
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
-
5
-
-
34250730580
-
-
Technical Report 157, Stanford, CA, 2005
-
Aslani, H. and Miranda, E. 2005. Probabilistic Earthquake Loss Estimation and Loss Disaggregation in Buildings. Technical Report 157, Stanford, CA, 2005.
-
(2005)
Probabilistic Earthquake Loss Estimation and Loss Disaggregation in Buildings
-
-
Aslani, H.1
Miranda, E.2
-
6
-
-
84859735078
-
-
Technical report, Pacific Earthquake Engineering Research Center, University of California, Berkeley, Berkeley, CA
-
Baker, J. W., Lin, T., Shahi, S. K., and Jayaram. N. 2009. New Ground Motion Selection Procedures and Selected Motions for the PEER Transportation Research Program. Technical report, Pacific Earthquake Engineering Research Center, University of California, Berkeley, Berkeley, CA
-
(2009)
New Ground Motion Selection Procedures and Selected Motions for the PEER Transportation Research Program
-
-
Baker, J.W.1
Lin, T.2
Shahi, S.K.3
Jayaram, N.4
-
8
-
-
70449365226
-
-
Technical report, Pacific Earthquake Engineering Research Center, University of California, Berkeley, Berkeley, CA
-
Berry, M. P. and Eberhard, M. O. 2006. Performance modeling strategies for modern reinforced concrete bridge columns. Technical report, Pacific Earthquake Engineering Research Center, University of California, Berkeley, Berkeley, CA
-
(2006)
Performance modeling strategies for modern reinforced concrete bridge columns
-
-
Berry, M.P.1
Eberhard, M.O.2
-
9
-
-
35349015785
-
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
-
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
-
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
-
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
-
13
-
-
24144445289
-
Overview of a comprehensive frame-work for earthquake performance assessment. In P. Fajfar and H. Krawinkler, editors
-
1-12, Bled, Slovenia, PEER Center
-
Deierlein, G. G. 2004. Overview of a comprehensive frame-work for earthquake performance assessment. In P. Fajfar and H. Krawinkler, editors, Performance-Based Seismic Design Concepts and Implementation Proceedings of an International Workshop, 1-12, Bled, Slovenia, PEER Center.
-
(2004)
Performance-Based Seismic Design Concepts and Implementation Proceedings of an International Workshop
-
-
Deierlein, G.G.1
-
14
-
-
0032027720
-
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
-
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
-
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
-
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
-
18
-
-
0031259430
-
Life-cycle cost design of deteriorating structures
-
Frangopol, D. M., Lin, K.-Y. and Estes, A. C. 1997. Life-cycle cost design of deteriorating structures. Journal of Structural Engineering, 123(10): 1390-1401
-
(1997)
Journal of Structural Engineering
, vol.123
, Issue.10
, pp. 1390-1401
-
-
Frangopol, D.M.1
Lin, K.-Y.2
Estes, A.C.3
-
19
-
-
0005732140
-
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
-
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
-
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
-
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
-
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
-
26
-
-
27744449989
-
Performance-based earthquake engineering. In Y. Bozorgnia and V. V. Bertero, editors
-
chapter 9. CRC Press LLC, Boca Raton, FL
-
Krawinkler, H. and Miranda, E. 2004. Performance-based earthquake engineering. In Y. Bozorgnia and V. V. Bertero, editors, Earthquake Engineering: From Engineering Seismology to Performance-Based Engineering, chapter 9. CRC Press LLC, Boca Raton, FL
-
(2004)
Earthquake Engineering: From Engineering Seismology to Performance-Based Engineering
-
-
Krawinkler, H.1
Miranda, E.2
-
27
-
-
68149149843
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
34
-
-
84865345533
-
-
Technical Re-port, PEER Center, University of California, Berkeley, CA
-
Mackie, K. R., Wong, J.-M. and Stojadinovi´, B. 2008. Inte-grated Probabilistic Performance- Based Evaluation of Benchmark Reinforced Concrete Bridges. Technical Re-port, PEER Center, University of California, Berkeley, CA
-
(2008)
Inte-grated Probabilistic Performance- Based Evaluation of Benchmark Reinforced Concrete Bridges
-
-
Mackie, K.R.1
Wong, J.-M.2
Stojadinovi´, B.3
-
35
-
-
37249043097
-
-
Mazzoni, S., McKenna, F. T., Scott, M. H. and Fenves, G. L. 2007. Open System for Earthquake Engineering Simulation User Command-Language Manual
-
(2007)
Open System for Earthquake Engineering Simulation User Command-Language Manual
-
-
Mazzoni, S.1
McKenna, F.T.2
Scott, M.H.3
Fenves, G.L.4
-
37
-
-
0027594256
-
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
-
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
-
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
-
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
-
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
-
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
-
47
-
-
0034001317
-
A proposed empirical corrosion model for reinforced con-crete
-
Roberts, M., Atkins, C., Hogg, V. and Middleton, C. R. 2000. A proposed empirical corrosion model for reinforced con-crete. Proceedings of the ICE - Structures and Buildings,140(1): 1-11
-
(2000)
Proceedings of the ICE - Structures and Buildings
, vol.140
, Issue.1
, pp. 1-11
-
-
Roberts, M.1
Atkins, C.2
Hogg, V.3
Middleton, C.R.4
-
48
-
-
52749095872
-
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
-
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
-
50
-
-
0343206211
-
Estimation of bridge reliability distributions. In P. Das, D. M. Frangopol, and A. Novak, editors
-
Singapore, Thomas Telford
-
Thoft-Christensen P. 1999. Estimation of bridge reliability distributions. In P. Das, D. M. Frangopol, and A. Novak, editors, International Conference on Current and Future Trends in Bridge Design Construction and Maintenance, pages 15-25, Singapore, Thomas Telford.
-
(1999)
International Conference on Current and Future Trends in Bridge Design Construction and Maintenance
, pp. 15-25
-
-
Thoft-Christensen, P.1
-
52
-
-
34249038920
-
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
-
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
-
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
-
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
-
57
-
-
84855918948
-
Seismic fragility estimates for corroding reinforced concrete bridges
-
Zhang, J., Gardoni, P. and Rosowsky D. V. 2012. Seismic fragility estimates for corroding reinforced concrete bridges. Structure and Infrastructure Engineering, 8(1): 55-70
-
(2012)
Structure and Infrastructure Engineering
, vol.8
, Issue.1
, pp. 55-70
-
-
Zhang, J.1
Gardoni, P.2
Rosowsky, D.V.3
|