-
1
-
-
0030644074
-
Determination of optimal target reliabilities for design and upgrading of structures
-
Ang AHS, De Leon D. Determination of optimal target reliabilities for design and upgrading of structures. Structural Safety 1997; 19(1):91-103.
-
(1997)
Structural Safety
, vol.19
, Issue.1
, pp. 91-103
-
-
Ang, A.H.S.1
De Leon, D.2
-
2
-
-
79751503874
-
Life-cycle performance, management, and optimization of structural systems under uncertainty: accomplishments and challenges
-
Frangopol DM. Life-cycle performance, management, and optimization of structural systems under uncertainty: accomplishments and challenges. Structure and Infrastructure Engineering 2011; 7(6):389-413.
-
(2011)
Structure and Infrastructure Engineering
, vol.7
, Issue.6
, pp. 389-413
-
-
Frangopol, D.M.1
-
3
-
-
34247857046
-
The future of sustainability: re-thinking environment and development in the twenty-first century
-
Adams WM. The future of sustainability: re-thinking environment and development in the twenty-first century. Report of the IUCN Renowned Thinkers Meeting 29-31, 2006.
-
(2006)
Report of the IUCN Renowned Thinkers Meeting 29-31
-
-
Adams, W.M.1
-
4
-
-
77950630414
-
Risk-based seismic life-cycle cost-benefit analysis for bridge retrofit assessment
-
Padgett JE, Dennemann K, Ghosh J. Risk-based seismic life-cycle cost-benefit analysis for bridge retrofit assessment. Structural Safety 2010; 32(3):165-173.
-
(2010)
Structural Safety
, vol.32
, Issue.3
, pp. 165-173
-
-
Padgett, J.E.1
Dennemann, K.2
Ghosh, J.3
-
6
-
-
0033198403
-
Prioritizing scour vulnerable bridges using risk
-
Stein SM, Young GK, Trent RE, Pearson DR. Prioritizing scour vulnerable bridges using risk. Journal of Infrastructure Systems 1999; 5(3):95-101.
-
(1999)
Journal of Infrastructure Systems
, vol.5
, Issue.3
, pp. 95-101
-
-
Stein, S.M.1
Young, G.K.2
Trent, R.E.3
Pearson, D.R.4
-
7
-
-
33747588637
-
Modeling and analysis of uncertainties for risk-informed decisions in infrastructures engineering
-
Ang AHS, De Leon D. Modeling and analysis of uncertainties for risk-informed decisions in infrastructures engineering. Structure and Infrastructure Engineering 2005; 1(1):19-31.
-
(2005)
Structure and Infrastructure Engineering
, vol.1
, Issue.1
, pp. 19-31
-
-
Ang, A.H.S.1
De Leon, D.2
-
9
-
-
84857886358
-
Risk assessment of highway bridges under multiple hazards
-
Decò A, Frangopol DM. Risk assessment of highway bridges under multiple hazards. Journal of Risk Research 2011; 14(9):1057-1089.
-
(2011)
Journal of Risk Research
, vol.14
, Issue.9
, pp. 1057-1089
-
-
Decò, A.1
Frangopol, D.M.2
-
10
-
-
0034541553
-
Statistical analysis of fragility curves
-
Shinozuka M, Feng MQ, Lee J, Naganuma T. Statistical analysis of fragility curves. Journal of Engineering Mechanics 2000; 126(12):1224-1231.
-
(2000)
Journal of Engineering Mechanics
, vol.126
, Issue.12
, pp. 1224-1231
-
-
Shinozuka, M.1
Feng, M.Q.2
Lee, J.3
Naganuma, T.4
-
11
-
-
0346039164
-
Seismic fragility of typical bridges in moderate seismic zones
-
Choi E, DesRoches R, Nielson B. Seismic fragility of typical bridges in moderate seismic zones. Engineering Structures 2004; 26:187-199.
-
(2004)
Engineering Structures
, vol.26
, pp. 187-199
-
-
Choi, E.1
DesRoches, R.2
Nielson, B.3
-
12
-
-
78650373487
-
Aging consideration in the development of time-dependent seismic fragility curve
-
Ghosh J, Padgett PE. Aging consideration in the development of time-dependent seismic fragility curve. Journal of Structural Engineering 2010; 136(12):1497-1511.
-
(2010)
Journal of Structural Engineering
, vol.136
, Issue.12
, pp. 1497-1511
-
-
Ghosh, J.1
Padgett, P.E.2
-
14
-
-
0033625787
-
Structural reliability of concrete bridges including improved chloride-induced corrosion models
-
Vu KAT, Stewart MG. Structural reliability of concrete bridges including improved chloride-induced corrosion models. Structural Safety 2000; 22(4):313-333.
-
(2000)
Structural Safety
, vol.22
, Issue.4
, pp. 313-333
-
-
Vu, K.A.T.1
Stewart, M.G.2
-
15
-
-
77956790936
-
Seismic response and fragility of deteriorated reinforced concrete bridges
-
Simon J, Bracci J, Gardoni P. Seismic response and fragility of deteriorated reinforced concrete bridges. Journal of Structural Engineering 2010; 136(10):1273-1281.
-
(2010)
Journal of Structural Engineering
, vol.136
, Issue.10
, pp. 1273-1281
-
-
Simon, J.1
Bracci, J.2
Gardoni, P.3
-
16
-
-
0342482079
-
-
Thomas Telford: London, UK
-
Thoft-Christensen P, Jensen FM, Middleton CR, Blackmore A. Revised Rules for Concrete Bridges. Thomas Telford: London, UK, 1997; 175-188.
-
(1997)
Revised Rules for Concrete Bridges
, pp. 175-188
-
-
Thoft-Christensen, P.1
Jensen, F.M.2
Middleton, C.R.3
Blackmore, A.4
-
17
-
-
0043204446
-
Life-cycle cost analysis of reinforced concrete structures in marine environments
-
Val DV, Stewart MG. Life-cycle cost analysis of reinforced concrete structures in marine environments. Structural Safety 2003; 25(4):343-362.
-
(2003)
Structural Safety
, vol.25
, Issue.4
, pp. 343-362
-
-
Val, D.V.1
Stewart, M.G.2
-
18
-
-
0032205178
-
Modeling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures
-
Liu Y, Weyers RE. Modeling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures. ACI Materials Journal, 1998; 95(6):675-681.
-
(1998)
ACI Materials Journal
, vol.95
, Issue.6
, pp. 675-681
-
-
Liu, Y.1
Weyers, R.E.2
-
19
-
-
0032130895
-
Earthquakes, records, and nonlinear responses
-
Shome N, Cornell CA, Bazzurro P, Carballo JE. Earthquakes, records, and nonlinear responses. Earthquake Spectra 1998; 14(3):469-500.
-
(1998)
Earthquake Spectra
, vol.14
, Issue.3
, pp. 469-500
-
-
Shome, N.1
Cornell, C.A.2
Bazzurro, P.3
Carballo, J.E.4
-
20
-
-
1142268077
-
Development of fragility curves of bridges retrofitted by column jacketing
-
Kim SH, Shinozuka M. Development of fragility curves of bridges retrofitted by column jacketing. Probabilistic Engineering Mechanics 2004; 19(1-2):105-112.
-
(2004)
Probabilistic Engineering Mechanics
, vol.19
, Issue.1-2
, pp. 105-112
-
-
Kim, S.H.1
Shinozuka, M.2
-
21
-
-
57749184738
-
Guidelines for nonlinear analysis of bridge structures in California
-
University of California, Berkeley
-
Aviram A, Mackie K, Stojadinovic B. Guidelines for nonlinear analysis of bridge structures in California. Technical Report, Pacific Earthquake Engineering Research Center, University of California, Berkeley, 2008.
-
(2008)
Technical Report, Pacific Earthquake Engineering Research Center
-
-
Aviram, A.1
Mackie, K.2
Stojadinovic, B.3
-
23
-
-
35349015785
-
Probabilistic capacity models and seismic fragility estimates for RC columns subject to corrosion
-
Choe D, Gardoni P, Rosowsky D, Haukaas T. Probabilistic capacity models and seismic fragility estimates for RC columns subject to corrosion. Reliability Engineering and System Safety 2008; 93(3):383-393.
-
(2008)
Reliability Engineering and System Safety
, vol.93
, Issue.3
, pp. 383-393
-
-
Choe, D.1
Gardoni, P.2
Rosowsky, D.3
Haukaas, T.4
-
24
-
-
38149107388
-
Mechanistic quantification of RC bridge damage states under earthquake through fragility analysis
-
Banerjee S, Shinozuka M. Mechanistic quantification of RC bridge damage states under earthquake through fragility analysis. Probabilistic Engineering Mechanics 2008; 23 (1):12-22.
-
(2008)
Probabilistic Engineering Mechanics
, vol.23
, Issue.1
, pp. 12-22
-
-
Banerjee, S.1
Shinozuka, M.2
-
25
-
-
0036540736
-
The probabilistic basis for the 2000 SAC/FEMA steel moment frame guidelines
-
Cornell CA, Jalayer F, Hamburger RO, Foutch DA. The probabilistic basis for the 2000 SAC/FEMA steel moment frame guidelines. Journal of Structural Engineering 2002; 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, D.A.4
-
26
-
-
77956834592
-
Effect of corrosion on the seismic response of a single-bent, reinforced concrete bridge
-
Master Thesis, Texas A&M University, Texas, USA
-
Harvat JA. Effect of corrosion on the seismic response of a single-bent, reinforced concrete bridge. Master Thesis, Texas A&M University, Texas, USA, 2009.
-
(2009)
-
-
Harvat, J.A.1
-
27
-
-
0012546134
-
Seismic fragility analysis of highway bridges
-
Hwang H, Liu JB, Chiu YH. Seismic fragility analysis of highway bridges. Technical Report, RR-4 Project, Mid-America Earthquake Center, 2001.
-
(2001)
Technical Report, RR-4 Project, Mid-America Earthquake Center
-
-
Hwang, H.1
Liu, J.B.2
Chiu, Y.H.3
-
28
-
-
84880261427
-
Hydraulic Engineering Circular (HEC)
-
No. 18, Department of Transportation: Washington
-
Richardson EV, Davis SM. Evaluating Scour at Bridges. Hydraulic Engineering Circular (HEC) No. 18, Department of Transportation: Washington, 2001.
-
(2001)
Evaluating Scour at Bridges
-
-
Richardson, E.V.1
Davis, S.M.2
-
29
-
-
79958144935
-
Life cycle performance metrics for aging and seismically vulnerable bridges
-
Tapia C, Ghosh J, Padgett JE. Life cycle performance metrics for aging and seismically vulnerable bridges. Proceedings of the 2011 Structures Congress, Las Vegas, Nevada, ASCE.
-
Proceedings of the 2011 Structures Congress, Las Vegas, Nevada, ASCE.
-
-
Tapia, C.1
Ghosh, J.2
Padgett, J.E.3
-
31
-
-
0036305145
-
Optimization and risk acceptability based on the life quality index
-
Rackwitz R. Optimization and risk acceptability based on the life quality index. Structural Safety 2002; 24(2-4):297-331.
-
(2002)
Structural Safety
, vol.24
, Issue.2-4
, pp. 297-331
-
-
Rackwitz, R.1
-
32
-
-
0037768863
-
Probabilistic seismic demand model for California highway bridges
-
Mackie K, Stojadinovic B. Probabilistic seismic demand model for California highway bridges. Journal of Bridge Engineering 2001; 6(6):468-481.
-
(2001)
Journal of Bridge Engineering
, vol.6
, Issue.6
, pp. 468-481
-
-
Mackie, K.1
Stojadinovic, B.2
-
33
-
-
0004002538
-
-
Caltrans. California DOT: Sacramento, California
-
Caltrans. Seismic Design Criteria. California DOT: Sacramento, California, 2006.
-
(2006)
Seismic Design Criteria
-
-
-
35
-
-
0018468345
-
A comparison of three methods for selecting values of output variables in the analysis of output from a computer code
-
McKay MD, Conover WJ, Beckman RJ. A comparison of three methods for selecting values of output variables in the analysis of output from a computer code. Technometrics 1979; 21(2):239-45.
-
(1979)
Technometrics
, vol.21
, Issue.2
, pp. 239-245
-
-
McKay, M.D.1
Conover, W.J.2
Beckman, R.J.3
-
36
-
-
13944263382
-
Corrosion-induced cracking and spatial time-dependent reliability analysis of reinforced concrete structures
-
New South Wales, Australia
-
Vu KAT. Corrosion-induced cracking and spatial time-dependent reliability analysis of reinforced concrete structures. PhD thesis, The University of Newcastle, New South Wales, Australia, 2003.
-
(2003)
PhD thesis, The University of Newcastle
-
-
Vu, K.A.T.1
-
37
-
-
84880317966
-
Life-cycle cost-benefit analysis for bridge seismic retrofits
-
Master Thesis, Houston, Texas, USA
-
Dennemann KL. Life-cycle cost-benefit analysis for bridge seismic retrofits. Master Thesis, Houston, Texas, USA, 2009.
-
(2009)
-
-
Dennemann, K.L.1
-
38
-
-
84880311381
-
AASHTO Standing Committee on the Environment: San Francisco, CA
-
Gallivan F, Ang-Olson J, Papson A. Greenhouse gas mitigation measures for transportation construction, maintenance, and operations activities. AASHTO Standing Committee on the Environment: San Francisco, CA, 2010.
-
(2010)
Greenhouse gas mitigation measures for transportation construction, maintenance, and operations activities
-
-
Gallivan, F.1
Ang-Olson, J.2
Papson, A.3
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