Dr. Bruce R. Ellingwood

Publications

  Journal Articles Top
108 Nozhati, S., Sarkale, Y., Chong, .K.P. and Ellingwood, B. (2020). “Optimal stochastic dynamic scheduling for community recovery management.” Reliability Engrg &System Safety 193:106627 [doi.org/10.1016/j.ress.2019.106627]. 2020
107 Cha, E.J. and Ellingwood, B.R. (2019). “The relation between cost-benefit analysis and risk acceptance in regulatory decision-making.” Int. J. Risk Assessment & Mgt. 22(1):44-62 [doi.10.1504/IJRAM.2019.096688] 2019
106 Nozhati, S., Sarkale, Y., Ellingwood, B.R. Chong, E.K.P. and Mahmoud, H. (2019). “Near-optimal planning using approximate dynamic programming to enhance post-hazard community resilience management.” Rel. Engrg. and System Safety 181:116-126 [doi.org/10.1016/j.ress.2018.09.011] 2019
105 Nozhati, S., Rosenheim, N., Ellingwood, B.R., Mahmoud, H. and Perez, M. (2019). “Probabilistic 193framework for evaluating food security of households in the aftermath of a disaster.” Struct. and Infra. Engrg. [doi.org/10.1080/15732479.2019.1584824]. 15(8):1060-1074. 2019
104 Nozhati, S., Ellingwood, B.R. and Mahmoud, H.M. (2019). Understanding Community Resilience from a PRA Perspective Using Binary Decision Diagram” J. Risk Analysis 39 (10);2127-2142 [doi.org/10.1111/risa.13321]. 2019
103 Wang, Y., Wang, N., Lin, P., Ellingwood, B.R., Mahmoud, H. and Maloney, T. (2018). De-Aggregation of Community Resilience Goals to obtain Minimum Performance Objectives for Buildings under Tornado Hazard.” Struct. Safety 70:35-47 [doi..org/10.1016/j.strusafe.2017.10.003]. 2018
102 Timothy Maloney, T., Ellingwood, B., Mahmoud, B., Wang, N., Wang, Y. and Lin, P. (2018). “Performance and Risk Light-Framed Wood Residential Buildings Subjected to Tornadoes.” Struct. Safety 70: 82-92. [doi.org/10.1016/j.strusafe.2017.10.004]. 2018
101 Memari, M., Mahmoud, H., and Ellingwood, B.R. (2018) “Stability of steel columns subjected to earthquake and fire loads.” J. Struct. Engrg. ASCE 144(1):04017173-1-13 [DOI:10.1061/(ASCE)ST.1943-541X.0001909]. 2018
100 Koliou, M., John W. van de Lindt, Therese McAllister, Bruce R. Ellingwood, Maria Dillard and Harvey Cutler (2018). “A Critical Appraisal of Community Resilience Studies: Progress and Challenges.” Sust. and Resilient Infra. [doi.org/10.1080/23789689.2017.1418547]. 2018
99 Zhang, H., Liu, H., Rasmussen, K.J.R., and Ellingwood, B.R. (2018). “System reliabilities of planar gravity steel frames designed by the inelastic method in AISC 360-10.” J. Struct. Engrg. ASCE 144 (3): 04018011 [doi.org/10.1061/(ASCE)ST.1943-541X.0001991]. 2018
98 McAllister, T.P., Wang, N. and Ellingwood, B.R. (2018). “Determining mean recurrence intervals for updated wind maps in ASCE 7-16.” J. Struct. Engrg., ASCE 144(5): 06018001. [doi.org/10.1061/(ASCE)ST.1943-541X.0002011]. 2018
97 Lee, J.Y. and Ellingwood, B.R. (2017). “A decision model for intergenerational life-cycle risk assessment of civil infrastructure exposed to hurricanes under climate change.” Rel. Engrg. & System Safety 159:100-107 [doi/org/10.1016/j.ress.2016.10.022]. 2017
96 DeBock, D.J., Liel, A.B., Harris, J.R., Ellingwood, B.R. and Torrents, J.M. (2017). “Reliability-based maps for design snow loads: I. Development of site-specific probability models for ground snow loads.” J. Struct. Engrg., ASCE 143(7):04017046. [DOI:/10.1061/(ASCE)ST.1943-541X.0001731]. 2017
95 Liel, A.B., DeBock, D.J., Harris, J.R., Ellingwood, B.R. and Torrents, J.M. (2017). “Reliability-based maps for design snow loads: II. Reliability assessment and mapping procedures.” J. Struct. Engrg., ASCE 143(7): 04017047. [DOI:10.1061/(ASCE)ST.1943-541X.0001732]. 2017
94 Alfano, C.D., van de Lindt, J.W. and Ellingwood, B.R. (2017). “Vertical Load Path Failure Risk Analysis of Residential Wood-Frame Construction in Tornadoes.” J. Struct. Engrg. ASCE 143(7):04017045 [doi/10.1061/(ASCE)ST.1943-541X.0001775]. 2017
93 Wang, C., Li, Q., Zhang, H. and Ellingwood, B.R. (2017). “Modeling the temporal correlation in hurricane frequency for damage assessment of residential structures subjected to climate change.” J. Struct. Engrg. ASCE 143(5): [ DOI:10.1061/(ASCE)ST.1943-541X.0001710]. 2017
92 Bojorquez, J. M., Ruiz, S.E., Ellingwood, B.R., Reyes-Salazar and Bojorquez, E. (2017). “Reliability-based optimal load factors for seismic design of buildings.” Engrg. Struct. 151:527-539
[doi.org/10.1016/j.engstruct.2017.08.046].
2017
91 Mahmoud, H., Ellingwood, B.R., Turbert, C., and Memari, M. (2016). “Response of Steel Reduced Beam Section Connections exposed to fire.” J. Struct. Engrg ASCE 142(1): 04015076. 2016
90 Zhang, H., Reynolds, J., Rasmussen, K., and Ellingwood, B. (2016). “Reliability-based load requirements for formwork shores during concrete placement.” J. Struct. Eng., ASCE 142(1): 04015094. (Jan 2016) 2016
89 Wang, C., Li, Q. and Ellingwood, B.R. (2016): “Time-dependent reliability of ageing structures: an approximate approach.” Struct. and Infrastructure Engrg. 12(12):1566-1572 (DOI:10.1080/15732479.2016.1151447) 2016
88 Ghosn, M., D. M. Frangopol, T. P. McAllister, M. Shah, S.M.C. Diniz, B. R. Ellingwood, L. Manuel, F. Biondini, N. Catbas, A. Strauss, and Z. L. Zhao. (2016). “Reliability-based performance indicators for structural members.” J. Struct. Engrg ASCE 142(9): 4016002 2016
87 Ghosn, M., L. Dueñas-Osorio, D. M. Frangopol, T. P. McAllister, P. Bocchini, L. Manuel, B. Ellingwood, S. Arangio, F. Bontempi, M. Shah, M. Akiyama, F. Biondini, S. Hernandez, and G. Tsiatasm. (2016). “Performance indicators for structural systems and networks.” J. Struct. Engrg ASCE 142(9): 4016003. 2016
86 Lin, P.H., Wang, N. and Ellingwood, B.R. (2016). “A risk de-aggregation framework that relates community resilience goals to building performance objectives.” Sustainable and Resilient Infrastructure 1(1,2):1-13 (DOI: 10.1080/23789689.2016.1178559) 2016
85 Shayan, S., Zhang, H., Rasmussen, K.J.R. and Ellingwood, B.R. (2016). “System reliability-based design of steel frames by advanced analysis, Part I: Reliability framework.” J. Const. Steel Res. 123: 135-143. 2016
84 Shayan, S., Zhang, H., Rasmussen, K.J.R. and Ellingwood, B.R. (2016). “System reliability-based design of steel frames by advanced analysis, Part II: Simulation results and design recommendations.” J. Const. Steel Res. 123: 153-161. 2016
83 Ellingwood, B.R., van de Lindt, J.W. and McAllister, T.P. (2016). “Developing measurement science for community resilience assessment.” Sustainable and Resilient Infrastructure 1(3-4): 93-94. 2016
82 Ellingwood, B.R., Cutler, H., Gardoni, P., Peacock, W.G., van de Lindt,, J.W. and Wang, N. (2016). “The Centerville virtual community: a fully integrated decision model of interacting physical and social infrastructure systems.” Sustainable and Resilient Infrastructure 1(3-4): 95-107. 2016
81 Li Q, Wang C, Ellingwood B R. (2015). “Time-dependent reliability of aging structures in the presence
of non-stationary loads and degradation.” Struct. Safety 52: 132-141.
2015
80 Wang, N. and Ellingwood, B.R. (2015). “Strengthening of reinforced concrete bridge components with FRP” Structural Safety 56:1-8. 2015
79 Ellingwood, B.R. and Lee, J.Y. (2015). “Life cycle performance goals for civil infrastructure: intergenerational risk-informed decisions” Struct. and Infrastructure Engrg, (12):7: 822-829
(DOI: 10.1080/15732479.2015.1064966)
2015
78 Lee, J.Y. and Ellingwood, B.R. (2015). “Ethical discounting for civil infrastructure decisions extending over multiple generations.” Structural Safety 57:43-52. 2015
77 Kwon, D.K., Kareem, A., Stansel, R. and Ellingwood, B.R. (2015). “Wind Load Factors for Dynamically Sensitive Structures with Uncertainties.” Engrg. Struct. 103(15):53-62 (DOI:10.1016/j.engstruct.2015.08.031) 2015
76 Wang, N. and Ellingwood, B.R. (2014). “Estimating nominal strength of built-up CFRP laminates from standardized specimen tests.” Struct. Safety 47:24-28. 2014
75 Ellingwood, B.R., Vrouwenvelder, T. and Gulvanessian, H. (2014). “Eurocodes and their implications for bridge design – background, implementation and comparison to North American practice.” Invited editorial, J. Bridge Engrg. ASCE 19(1):3-4. 2014
74 Cha, E.J. and Ellingwood, B.R. (2014). “Attitudes toward acceptance of risk to buildings from extreme wind storms.” Struct. and Infrastruct. Engrg. 10(6):697-707 (doi.org/10.1080/15732479.2012.758642) 2014
73 Shafieezadeh, A., Cha, E.J. and Ellingwood, B.R. (2014). “A Decision Framework for Managing Risk to Airports from Terrorist Attack.” J. Risk Analysis. (DOI: 10.1111/risa.12266) 2014
72 Memari, M., Mahmoud, H., and Ellingwood. B.R. (2014). “Post-Earthquake Fire Performance of Steel Moment Resisting Frames with Reduced Beam Section Connections.” J. Const. Steel Res. 103:215-229. 2014
71 Zhang, H., Ellingwood, B.R. and Rasmussen, K.J.R. (2014). “System reliabilities in steel structural frame design by inelastic analysis.” Engrg. Struct. 81:341-348. 2014
70 Cha, E.J. and Ellingwood, B.R. (2013). “The role of risk aversion in nuclear plant safety decisions.” Structural Safety 44:28-36 2013
69 Cha, E.J. and Ellingwood, B.R. (2013). “Seismic risk mitigation of building structures: the role of risk aversion.” Structural Safety 40(1):11-19 2013
68 Hart, G. C., Conte, J.P., Park, K., Ellingwood, B.R. and Wong, K.K.F. (2013). “Performance-based evaluation and strengthening of tall buildings in the Los Angeles region using Bayesian structural reliability.” Struct.Des. for Tall and Special Bldgs., John Wiley, Ltd. (DOI: 10.1002/tal.1083) 2013
67 Zhang, H., Rasmussen, K.J.R. and Ellingwood, B. R. (2012). “Reliability assessment of steel scaffold shoring systems for concrete formwork.” Engrg. Struct. 36(1):81-89. 2012
66 Shafieezadeh, A. and Ellingwood, B.R. (2012). “Confidence intervals for reliability indices using likelihood ratio statistics.” Structural Safety 38:48-55. 2012
65 Cha, E.J. and Ellingwood, B.R. (2012). “Risk-averse decision-making for civil infrastructure exposed to low-probability, high-consequence events.” Reliability Engrg. & System Safety 104(1): 27-35. 2012
64 Wang, N., Ellingwood, B. and Zureick, A. (2011). Bridge rating using system reliability assessment II: Improvements to bridge rating practices.” J. Bridge Engrg. ASCE 16(6):863-871. 2011
63 Xu, G. and Ellingwood, B. (2011). “Probabilistic robustness assessment of pre-Northridge moment-resisting frames.” J. Struct. Engrg. ASCE 137(9): 925-934. (Special issue commemorating 9/11). 2011
62 Xu, G. and Ellingwood, B. (2011). “Disproportionate collapse performance of partially restrained steel frames with bolted T-stub connections.” Engrg. Struct. 33(1):32-43. 2011
61 Stewart, M.G., Ellingwood, B.R., and Mueller, J. (2011). “Homeland security: a case study in risk aversion for public decision-making.” Int. J. Risk Assessment and Mgt. 15(5/6):367-386. 2011
60 Xu, G. and Ellingwood, B. (2011). “An Energy-based Partial Pushdown Analysis Procedure for Assessment of Disproportionate Collapse Potential.” J. Constr. Steel Res. 67(3):547-555. 2011
59 Wang, N., O’Malley, C., Ellingwood, B. and Zureick, A. (2011). “Bridge rating using system reliability assessment I: Assessment and verification by load testing.” J. Bridge Engrg. ASCE 16(6):854-862. 2011
58 Celik. O.C. and Ellingwood, B.R. (2010). “Seismic fragilities for non-ductile reinforced concrete frames – role of aleatoric and epistemic uncertainties.” J. Struct. Safety 32(1):1-12. 2010
57 Adachi, T. and B. R. Ellingwood (2010). “Comparative assessment of civil infrastructure network performance under probabilistic and scenario earthquakes” J. Infrastructure Systems ASCE 16(1):1-10. 2010
56 Li, Y., Yin, Y.-J., Ellingwood, B.R. and W. M. Bulleit, W.M. (2010). “Uniform hazard vs. uniform risk bases for performance-based earthquake engineering of light-frame wood construction.” Earthquake Engrg. & Struct. Dyn. 39:1199-1217. 2010
55 DesRoches, R., Taftali, B. and Ellingwood, B. R. (2010). “Seismic Performance Assessment of Steel Frames with Shape Memory Alloy Connections. Part I — Analysis and seismic demands.” J. Earthquake Engrg 14(4):471-486. 2010
54 Ellingwood, B.R., Taftali, B. and DesRoches, R. (2010). “Seismic Performance Assessment of Steel Frames with Shape Memory Alloy Connections. Part II – Probabilistic seismic demand assessment.” J. Earthquake Engrg 14(5):631-645. 2010
53 Wang, N., Ellingwood, B.R. and Zureick, A-H. (2010). “Reliability-based evaluation of flexural members strengthened with fiber-reinforced polymer composites.” J. Struct. Engrg. ASCE 136(9):1151-1160. 2010
52 Ellingwood, B.R. and Y. Li (2009). “Counteracting structural loads: treatment in ASCE Standard 7-05.” J. Struct. Engrg. ASCE 135(1):94-97. 2009
51 Ellingwood, B.R. and K. Kinali (2009). “Quantifying and communicating uncertainty in seismic risk assessment.” Struct. Safety 31(2):179-187. 2009
50 Adachi, T. and B. R. Ellingwood (2009). “Serviceability of an electrical power transmission system under probabilistically stated seismic hazards: case study for Shelby County, TN.” Struct. and Infrastruct. Engrg. 5(5):343-354. 2009
49 Adachi, T. and B. R. Ellingwood (2009). “Serviceability assessment of a municipal water system under spatially correlated seismic intensities.” Computer-Aided Civil and Infrastruct. Engrg. 24(4):237-248 2009
48 Li, Y. and B. R. Ellingwood (2009), “Framework for multi-hazard risk assessment and mitigation for wood-frame residential construction.” J. Struct. Engrg. ASCE 135(2):159-168. 2009
47 Pang, W., D.V. Rosowsky, B.R. Ellingwood and W. Yue (2009), “Seismic fragility analysis and retrofit of conventional one and two-story structures in the Memphis area,” J. Struct. Engrg. ASCE 135(4):262-271. 2009
46 Ellingwood, B.R. (2009). “Assessment and mitigation of risk from competing low-probability, high-consequence hazards.” Australian Journal of Structural Engineering 9(1):1-8. 2009
45 Li, Y. and Ellingwood, B.R. (2009). “Risk-based decision-making for multi-hazard mitigation for wood-frame residential construction.” Australian Journal of Structural Engineering 9(1):17-26. 2009
44 Celik, O.C. and Ellingwood, B.R. (2009). “Seismic Risk Assessment of Gravity Load Designed Reinforced Concrete Frames Subjected to Mid-America Ground Motions.” J. Struct. Engrg. ASCE 135(4):414-424. 2009
43 Adachi, T. and B. R. Ellingwood (2008). “Serviceability of earthquake-damaged water systems: Effects of electrical power availability and power backup systems on system vulnerability,” Reliability Engrg. and System Safety 93(1):78-88. 2008
42 Li, Q. and B. R. Ellingwood (2008). “Damage inspection and vulnerability analysis of existing buildings with steel moment-resisting frames,” Engrg. Struct. 30(2):338-351. 2008
41 Celik, O.C. and B.R. Ellingwood (2008). “Modeling beam-column joints in fragility assessment of gravity load designed reinforced concrete frames,” J. Earthquake Engrg. 12(3):357-381. 2008
40 Ellingwood, B.R., D.V. Rosowsky and W.C. Pang (2008), “Performance of Light-Frame Wood Residential Construction Subjected to Earthquakes in Regions of Moderate Seismicity,” J. Struct. Engrg. ASCE 134(8):1353-1363. 2008
39 Ellingwood, B. R. (2008), “Structural reliability and risk assessment and their relevance to performance-based engineering,” Structures and Buildings, Proc., Inst. Civil Engineers, London, UK, 161(SB4):199-207. 2008
38 Ellingwood, B. R. (2007). “Strategies for mitigating risk to buildings from abnormal load events,” Int. J. of Risk Assessment and Mgt. 7(6/7):828-845. 2007
37 Li, Q. and B. Ellingwood (2007). “Performance evaluation and damage assessment of steel frame buildings under main shock-aftershock sequences” Earthquake Engrg. and Struct. Dyn. 36:405-427. 2007
36 Li, Y. and B. R. Ellingwood (2007). “Reliability of woodframe residential construction subjected to earthquakes,” Structural. Safety 29(4):294-307. 2007
35 Kinali, K. and B. R. Ellingwood (2007). “Seismic fragility assessment of steel frames for consequence-based engineering: A case study for Memphis, TN.” Engrg. Struct. 29(6):1115-1127 2007
34 Atkin, A.E., B.R. Ellingwood and B. Kehoe (2007), “Performance-based engineering of constructed facilities,” J. Struct. Engrg. ASCE 133(3): 311-323. 2007
33 Ellingwood, B.R., O.C. Celik and K. Kinali (2007), Fragility assessment of building structural systems in mid-America,” Earthquake Engrg. and Struct. Dyn. 36:1935-1952. 2007
32 Mori, Y. and B. R. Ellingwood (2006), “Reliability Assessment of RC Walls Degraded by Aggressive Operating Environments,” Computer-Aided Civil and Infrastruct. Engrg. 21(3): 157-170. 2006
31 Li, Y. and B. R. Ellingwood (2006), “Hurricane damage to residential construction in the US: Importance of uncertainty modelling in risk assessment,” Engrg. Struct. 28(7):1009-1018. 2006
30 Zureick, A.-H., R. M. Bennett and B. R. Ellingwood (2006), “Statistical characterization of FRP composite material properties for structural design,” J. Struct. Engrg. ASCE 132(8):1320-1327. 2006
29 Ellingwood, Bruce R. (2006), “Mitigating risk from abnormal loads and progressive collapse,” J. Perf. of Constructed Facilities, ASCE 20(11):315-323. 2006
28 Ellingwood, B.R. (2005), “Risk-informed condition assessment of civil infrastructure: state of practice and research issues” J. Struct. & Infrastruct. Engrg. 1(1):7-18. 2005
27 Tahakashi, T. and B.R. Ellingwood (2005). “Reliability-based assessment of roofs subjected to extreme snows: value of site-specific data.” Engrg. Struct. 27(1):89-95. 2005
26 Ellingwood, B. R. and D. O. Dusenberry (2005), “Abnormal loads and progressive collapse,” Computer-aided Civil and Infrastruct. Engrg. 20(5):194-205. 2005
25 Ellingwood, B. R. (2005), “Load combination requirements for fire-resistant structural design,” J. Soc. Fire Protection Engrg. 15(1):43-61. 2005
24 Nie, J. and B. R. Ellingwood (2005), “FE-based structural reliability assessment using efficient directional simulation,” J. Engrg. Mech. ASCE 131(3):259-267. 2005
23 Li, Q. and B. R. Ellingwood (2005), “Structural response and damage assessment by enhanced uncoupled modal response history analysis,” J. Earthquake Engrg., 9(5):719-737. 2005
22 Ellingwood, B. R. and Y. K. Wen (2005), “Risk-benefit based design decisions for low probability/high consequence earthquake events in Mid-America,” Prog. In Struct. Engrg. and Mat. 7(2):56-70. 2005
21 Du, S., B. R. Ellingwood and J. V. Cox (2005), “Solution methods and initialization techniques in SFE analysis of structural stability,” Probabilistic Engrg. Mech. 20(2):179-187. 2005
20 Du, S., B. R. Ellingwood and J. V. Cox (2005), “Initialization strategies in simulation –based SFE eigenvalue analysis,” Computer-aided Civil and Infrastruct. Engrg. 20(5):304-315. 2005
19 Wen, Y.K. and B. R. Ellingwood (2005), “The role of fragility assessment in consequence-based engineering,” Earthquake Spectra, EERI 21(3):861-877. 2005
18 Naus, D.J., B. R. Ellingwood and H. L. Graves (2004), “Methods for assessing NPP containment pressure boundary integrity,” Nuclear Engrg. & Des. 228(1-3): 55-72. 2004
17 Braverman, J.I, C.A. Miller, C.H. Hofmayer, B.R. Ellingwood and D.J. Naus (2004). “Degradation assessment of structures and passive components at nuclear power plants.” Nuclear Engrg. & Des. 228(4):283 – 304. 2004
16 Nie, J. and B.R. Ellingwood (2004), “A new directional simulation method for system reliability I: Application of deterministic point sets,” Probabilistic Engrg. Mech. 19(4):425-436. 2004
15 Nie, J. and B.R. Ellingwood (2004), “A new directional simulation method for system reliability II: Application of neural networks, ” Probabilistic Engrg. Mech. 19(4):437-447. 2004
14 Ellingwood, B.R., D.V. Rosowsky, Y. Li and J.H. Kim (2004), “Fragility assessment of light-frame wood construction subjected to wind and earthquake hazards,” J. Struct. Engrg. ASCE 130(12):1921-1930. 2004
13 Ellingwood, B.R. (2003), “Toward load and resistance factor design for fiber-reinforced polymer (FRP) composite structures,” J. Struct. Engrg. ASCE 129(4): 449-458. 2003
12 Tekie, P.B. and B. R. Ellingwood (2003), “Seismic fragility assessment of concrete gravity dams,” Earthquake Engrg. and Struct. Dyn. 32:2221-2240. 2003
11 Rosowsky, D.V. and B. R. Ellingwood (2002). “Performance-based engineering of wood frame housing: a fragility analysis methodology.” J. Struct. Engrg. ASCE 128(1):32-38. 2002
10 Ciampoli, M. and B. Ellingwood (2002). “Probabilistic methods for assessing current and future performance of concrete structures in nuclear power plants.” Materials and Structures, RILEM 35:3-14 2002
9 Igusa, T. Buonopane, S.G. and B.R. Ellingwood (2002), “Bayesian analysis of uncertainty for structural engineering applications,” Struct. Safety 24(2):165-186. 2002
8 McAllister, T.P. and B. R. Ellingwood (2002). “Evaluation of crack growth in miter gate weldments using stochastic fracture mechanics.” Struct. Safety 23(4):445-465. 2002
7 McAllister, T.P. and B.R. Ellingwood (2001). “Reliability-based condition assessment of welded miter gate structures.” J. Infrastructure Systems ASCE 7(3):95-106. 2001
6 Song, J. and B.R. Ellingwood (2001). “Risk evaluation of steel frames with welded connections under earthquake.” Struct. Engrg. & Mech. 11(6):663-672. 2001
5 Sakurai, S. B. Ellingwood and S. Kushiyama (2001). “Probabilistic study of the behavior of steel frames with partially restrained connections.” Engineering Struct. 23(11):1410-1417. 2001
4 Ellingwood, B. (2001). “Acceptable risk bases for design of structures.” Progress in Struct. Engrg. and Mat. 3(2):170-179. 2001
3 Ellingwood, B. and P. B. Tekie (2001). “ Fragility analysis of concrete gravity dams.” J. Infrastructure Systems ASCE 7(2):41-48. 2001
2 Ellingwood, B. (2001). “Earthquake risk for building structures.” Reliability Engrg. & System Safety 74(3):251-262. 2001
1 Ellingwood, B. (2000). “LRFD: implementing structural reliability in professional practice.” Engrg. Struct. 22(2):106-115. 2000