| Year |
Citation |
Score |
| 2020 |
Tao W, Wang N, Ellingwood B, Nicholson C. Enhancing bridge performance following earthquakes using Markov decision process Structure and Infrastructure Engineering. 1-12. DOI: 10.1080/15732479.2020.1730410 |
0.316 |
|
| 2020 |
van de Lindt JW, Ellingwood BR, McAllister TP. Structural Design and Robustness for Community Resilience to Natural Hazards Journal of Structural Engineering. 146: 02019001. DOI: 10.1061/(Asce)St.1943-541X.0002556 |
0.734 |
|
| 2020 |
Wang Y, Wang N, Lin P, Ellingwood B, Mahmoud H. Life-cycle analysis (LCA) to restore community building portfolios by building back better II: Decision formulation Structural Safety. 84: 101921. DOI: 10.1016/J.Strusafe.2019.101921 |
0.332 |
|
| 2020 |
Nozhati S, Ellingwood BR, Chong EK. Stochastic optimal control methodologies in risk-informed community resilience planning Structural Safety. 84: 101920. DOI: 10.1016/J.Strusafe.2019.101920 |
0.303 |
|
| 2020 |
Wang Y, Wang N, Lin P, Ellingwood B, Mahmoud H. Life-cycle analysis (LCA) to restore community building portfolios by building back better I: Building portfolio LCA Structural Safety. 84: 101919. DOI: 10.1016/J.Strusafe.2019.101919 |
0.37 |
|
| 2020 |
Adhikari P, Mahmoud H, Xie A, Simonen K, Ellingwood B. Life-cycle cost and carbon footprint analysis for light-framed residential buildings subjected to tornado hazard Journal of Building Engineering. 32: 101657. DOI: 10.1016/J.Jobe.2020.101657 |
0.398 |
|
| 2019 |
Nozhati S, Ellingwood BR, Mahmoud H. Understanding Community Resilience from a PRA Perspective Using Binary Decision Diagrams. Risk Analysis : An Official Publication of the Society For Risk Analysis. PMID 31039296 DOI: 10.1111/Risa.13321 |
0.326 |
|
| 2019 |
Nozhati S, Sarkale Y, Ellingwood B, K.P. Chong E, Mahmoud H. Near-optimal planning using approximate dynamic programming to enhance post-hazard community resilience management Reliability Engineering & System Safety. 181: 116-126. DOI: 10.1016/J.Ress.2018.09.011 |
0.3 |
|
| 2018 |
Koliou M, van de Lindt JW, McAllister TP, Ellingwood BR, Dillard M, Cutler H. State of the research in community resilience: progress and challenges. Sustainable and Resilient Infrastructure. PMID 31080883 DOI: 10.1080/23789689.2017.1418547 |
0.7 |
|
| 2018 |
McAllister TP, Wang N, Ellingwood BR. Risk-Informed Mean Recurrence Intervals for Updated Wind Maps in ASCE 7-16. Journal of Structural Engineering (New York, N.Y.). 144. PMID 29881140 DOI: 10.1061/(Asce)St.1943-541X.0002011 |
0.741 |
|
| 2018 |
Zhang H, Liu H, Ellingwood BR, Rasmussen KJR. System Reliabilities of Planar Gravity Steel Frames Designed by the Inelastic Method in AISC 360-10 Journal of Structural Engineering-Asce. 144: 4018011. DOI: 10.1061/(Asce)St.1943-541X.0001991 |
0.439 |
|
| 2018 |
Memari M, Mahmoud H, Ellingwood B. Stability of Steel Columns Subjected to Earthquake and Fire Loads Journal of Structural Engineering-Asce. 144: 4017173. DOI: 10.1061/(Asce)St.1943-541X.0001909 |
0.348 |
|
| 2018 |
Maloney T, Ellingwood B, Mahmoud H, Wang N, Wang Y, Lin P. Performance and risk to light-framed wood residential buildings subjected to tornadoes Structural Safety. 70: 35-47. DOI: 10.1016/J.Strusafe.2017.10.004 |
0.442 |
|
| 2018 |
Wang Y, Wang N, Lin P, Ellingwood B, Mahmoud H, Maloney T. De-aggregation of community resilience goals to obtain minimum performance objectives for buildings under tornado hazards Structural Safety. 70: 82-92. DOI: 10.1016/J.Strusafe.2017.10.003 |
0.372 |
|
| 2017 |
Standohar-Alfano CD, Lindt JWvd, Ellingwood BR. Vertical Load Path Failure Risk Analysis of Residential Wood-Frame Construction in Tornadoes Journal of Structural Engineering-Asce. 143: 4017045. DOI: 10.1061/(Asce)St.1943-541X.0001775 |
0.403 |
|
| 2017 |
Liel AB, DeBock DJ, Harris JR, Ellingwood BR, Torrents JM. Reliability-Based Design Snow Loads. II: Reliability Assessment and Mapping Procedures Journal of Structural Engineering-Asce. 143: 4017047. DOI: 10.1061/(Asce)St.1943-541X.0001732 |
0.418 |
|
| 2017 |
DeBock DJ, Liel AB, Harris JR, Ellingwood BR, Torrents JM. Reliability-Based Design Snow Loads. I: Site-Specific Probability Models for Ground Snow Loads Journal of Structural Engineering-Asce. 143: 4017046. DOI: 10.1061/(Asce)St.1943-541X.0001731 |
0.431 |
|
| 2017 |
Lee JY, Ellingwood BR. A decision model for intergenerational life-cycle risk assessment of civil infrastructure exposed to hurricanes under climate change Reliability Engineering & System Safety. 159: 100-107. DOI: 10.1016/J.Ress.2016.10.022 |
0.35 |
|
| 2017 |
Bojórquez J, Ruiz SE, Ellingwood B, Reyes-Salazar A, Bojórquez E. Reliability-based optimal load factors for seismic design of buildings Engineering Structures. 151: 527-539. DOI: 10.1016/J.Engstruct.2017.08.046 |
0.461 |
|
| 2016 |
Wang C, Li Q, Ellingwood BR. Time-dependent reliability of ageing structures: an approximate approach Structure and Infrastructure Engineering. 12: 1566-1572. DOI: 10.1080/15732479.2016.1151447 |
0.43 |
|
| 2016 |
Ellingwood BR, Lee JY. Life cycle performance goals for civil infrastructure: intergenerational risk-informed decisions Structure and Infrastructure Engineering. 12: 822-829. DOI: 10.1080/15732479.2015.1064966 |
0.356 |
|
| 2016 |
Ghosn M, Frangopol DM, McAllister TP, Shah M, Diniz SMC, Ellingwood BR, Manuel L, Biondini F, Catbas N, Strauss A, Zhao XL. Reliability-Based Performance Indicators for Structural Members Journal of Structural Engineering. 142. DOI: 10.1061/(Asce)St.1943-541X.0001546 |
0.786 |
|
| 2016 |
Ghosn M, Dueñas-Osorio L, Frangopol DM, McAllister TP, Bocchini P, Manuel L, Ellingwood BR, Arangio S, Bontempi F, Shah M, Akiyama M, Biondini F, Hernandez S, Tsiatas G. Performance indicators for structural systems and infrastructure networks Journal of Structural Engineering (United States). 142. DOI: 10.1061/(Asce)St.1943-541X.0001542 |
0.771 |
|
| 2016 |
Ellingwood BR, Frangopol DM. Introduction to the State of the Art Collection: Risk-Based Lifecycle Performance of Structural Systems Journal of Structural Engineering-Asce. 142. DOI: 10.1061/(Asce)St.1943-541X.0001522 |
0.329 |
|
| 2016 |
Zhang H, Reynolds J, Rasmussen KJR, Ellingwood BR. Reliability-Based Load Requirements for Formwork Shores during Concrete Placement Journal of Structural Engineering (United States). 142. DOI: 10.1061/(Asce)St.1943-541X.0001362 |
0.456 |
|
| 2016 |
Mahmoud H, Ellingwood B, Turbert C, Memari M. Response of Steel Reduced Beam Section Connections Exposed to Fire Journal of Structural Engineering-Asce. 142: 4015076. DOI: 10.1061/(Asce)St.1943-541X.0001340 |
0.374 |
|
| 2016 |
Zhang H, Shayan S, Rasmussen KJ, Ellingwood BR. System-based design of planar steel frames, II: Reliability results and design recommendations Journal of Constructional Steel Research. 123: 154-161. DOI: 10.1016/J.Jcsr.2016.05.005 |
0.405 |
|
| 2016 |
Zhang H, Shayan S, Rasmussen KJ, Ellingwood BR. System-based design of planar steel frames, I: Reliability framework Journal of Constructional Steel Research. 123: 135-143. DOI: 10.1016/J.Jcsr.2016.05.004 |
0.461 |
|
| 2015 |
Lee JY, Ellingwood BR. Ethical discounting for civil infrastructure decisions extending over multiple generations Structural Safety. 57: 43-52. DOI: 10.1016/J.Strusafe.2015.06.001 |
0.373 |
|
| 2015 |
Wang N, Ellingwood BR. Limit state design criteria for FRP strengthening of RC bridge components Structural Safety. 56: 1-8. DOI: 10.1016/J.Strusafe.2015.03.004 |
0.472 |
|
| 2015 |
Li Q, Wang C, Ellingwood BR. Time-dependent reliability of aging structures in the presence of non-stationary loads and degradation Structural Safety. 52: 132-141. DOI: 10.1016/J.Strusafe.2014.10.003 |
0.442 |
|
| 2015 |
Kwon DK, Kareem A, Stansel R, Ellingwood BR. Wind load factors for dynamically sensitive structures with uncertainties Engineering Structures. 103: 53-62. DOI: 10.1016/J.Engstruct.2015.08.031 |
0.401 |
|
| 2014 |
Cha EJ, Ellingwood BR. Attitudes towards acceptance of risk to buildings from extreme winds Structure and Infrastructure Engineering. 10: 697-707. DOI: 10.1080/15732479.2012.758642 |
0.334 |
|
| 2014 |
Ellingwood BR, Vrouwenvelder T, Gulvanessian H. Eurocodes and Their Implications for Bridge Design: Background, Implementation, and Comparison to North American Practice Journal of Bridge Engineering. 19: 3-4. DOI: 10.1061/(Asce)Be.1943-5592.0000567 |
0.493 |
|
| 2014 |
Wang N, Ellingwood BR. Estimating nominal strength of built-up CFRP laminates from standardized specimen tests Structural Safety. 47: 24-28. DOI: 10.1016/J.Strusafe.2013.10.003 |
0.316 |
|
| 2014 |
Memari M, Mahmoud H, Ellingwood B. Post-earthquake fire performance of moment resisting frames with reduced beam section connections Journal of Constructional Steel Research. 103: 215-229. DOI: 10.1016/J.Jcsr.2014.09.008 |
0.448 |
|
| 2014 |
Zhang H, Ellingwood BR, Rasmussen KJR. System reliabilities in steel structural frame design by inelastic analysis Engineering Structures. 81: 341-348. DOI: 10.1016/J.Engstruct.2014.10.003 |
0.473 |
|
| 2014 |
Hart GC, Conte JP, Park K, Ellingwood BR, Wong KKF. Performance-based evaluation and strengthening of tall buildings in the Los Angeles region by using Bayesian structural reliability Structural Design of Tall and Special Buildings. 23: 760-780. DOI: 10.1002/Tal.1083 |
0.417 |
|
| 2013 |
Cha EJ, Ellingwood BR. Seismic risk mitigation of building structures: The role of risk aversion Structural Safety. 40: 11-19. DOI: 10.1016/J.Strusafe.2012.06.004 |
0.307 |
|
| 2012 |
Shafieezadeh A, Ellingwood BR. Confidence intervals for reliability indices using likelihood ratio statistics Structural Safety. 38: 48-55. DOI: 10.1016/J.Strusafe.2012.04.002 |
0.389 |
|
| 2012 |
Cha EJ, Ellingwood BR. Risk-averse decision-making for civil infrastructure exposed to low-probability, high-consequence events Reliability Engineering and System Safety. 104: 27-35. DOI: 10.1016/J.Ress.2012.04.002 |
0.335 |
|
| 2012 |
Zhang H, Rasmussen KJR, Ellingwood BR. Reliability assessment of steel scaffold shoring structures for concrete formwork Engineering Structures. 36: 81-89. DOI: 10.1016/J.Engstruct.2011.11.027 |
0.493 |
|
| 2011 |
Xu G, Ellingwood BR. Probabilistic Robustness Assessment of Pre-Northridge Steel Moment Resisting Frames Journal of Structural Engineering-Asce. 137: 925-934. DOI: 10.1061/(Asce)St.1943-541X.0000403 |
0.412 |
|
| 2011 |
Wang N, O'Malley C, Ellingwood BR, Zureick AH. Bridge rating using system reliability assessment. I: Assessment and verification by load testing Journal of Bridge Engineering. 16: 854-862. DOI: 10.1061/(Asce)Be.1943-5592.0000172 |
0.723 |
|
| 2011 |
Wang N, Ellingwood BR, Zureick AH. Bridge rating using system reliability assessment. II: Improvements to bridge rating practices Journal of Bridge Engineering. 16: 863-871. DOI: 10.1061/(Asce)Be.1943-5592.0000171 |
0.712 |
|
| 2011 |
Xu G, Ellingwood BR. An energy-based partial pushdown analysis procedure for assessment of disproportionate collapse potential Journal of Constructional Steel Research. 67: 547-555. DOI: 10.1016/J.Jcsr.2010.09.001 |
0.437 |
|
| 2011 |
Xu G, Ellingwood BR. Disproportionate collapse performance of partially restrained steel frames with bolted T-stub connections Engineering Structures. 33: 32-43. DOI: 10.1016/J.Engstruct.2010.09.015 |
0.438 |
|
| 2010 |
Zureick A, Ellingwood BR, Nowak AS, Mertz DR, Triantafillou TC. Recommended Guide Specification for the Design of Externally Bonded FRP Systems for Repair and Strengthening of Concrete Bridge Elements Nchrp Report. DOI: 10.17226/14401 |
0.724 |
|
| 2010 |
DesRoches R, Taftali B, Ellingwood BR. Seismic performance assessment of steel frames with shape memory alloy connections. Part i analysis and seismic demands Journal of Earthquake Engineering. 14: 471-486. DOI: 10.1080/13632460903301088 |
0.756 |
|
| 2010 |
Ellingwood BR, Taftali B, Desroches R. Seismic performance assessment of steel frames with shape memory alloy connections, part ii - Probabilistic seismic demand assessment Journal of Earthquake Engineering. 14: 631-645. DOI: 10.1080/13632460903247935 |
0.764 |
|
| 2010 |
Wang N, Ellingwood BR, Zureick AH. Reliability-based evaluation of flexural members strengthened with externally bonded fiber-reinforced polymer composites Journal of Structural Engineering. 136: 1151-1160. DOI: 10.1061/(Asce)St.1943-541X.0000199 |
0.719 |
|
| 2010 |
Adachi T, Ellingwood BR. Comparative Assessment of Civil Infrastructure Network Performance under Probabilistic and Scenario Earthquakes Journal of Infrastructure Systems. 16: 1-10. DOI: 10.1061/(Asce)1076-0342(2010)16:1(1) |
0.389 |
|
| 2010 |
Celik OC, Ellingwood BR. Seismic fragilities for non-ductile reinforced concrete frames - Role of aleatoric and epistemic uncertainties Structural Safety. 32: 1-12. DOI: 10.1016/J.Strusafe.2009.04.003 |
0.452 |
|
| 2010 |
Li Y, Yin Y, Ellingwood BR, Bulleit WM. Uniform hazard versus uniform risk bases for performance-based earthquake engineering of light-frame wood construction Earthquake Engineering & Structural Dynamics. 39: 1199-1217. DOI: 10.1002/Eqe.989 |
0.477 |
|
| 2009 |
Adachi T, Ellingwood BR. Serviceability Assessment of a Municipal Water System Under Spatially Correlated Seismic Intensities Computer-Aided Civil and Infrastructure Engineering. 24: 237-248. DOI: 10.1111/J.1467-8667.2008.00583.X |
0.354 |
|
| 2009 |
Adachi T, Ellingwood BR. Serviceability assessment of electrical power transmission systems under probabilistically stated seismic hazards: case study for Shelby County, Tennessee Structure and Infrastructure Engineering. 5: 343-353. DOI: 10.1080/15732470701773358 |
0.4 |
|
| 2009 |
Li Y, Ellingwood BR. Risk-Based Decision-Making for Multi-Hazard Mitigation for Wood-Frame Residential Construction Australian Journal of Structural Engineering. 9: 17-26. DOI: 10.1080/13287982.2009.11465006 |
0.425 |
|
| 2009 |
Ellingwood BR. Assessment and Mitigation of Risk from Low-probability, High-consequence Hazards Australian Journal of Structural Engineering. 9: 1-7. DOI: 10.1080/13287982.2009.11465004 |
0.358 |
|
| 2009 |
Celik OC, Ellingwood BR. Seismic risk assessment of gravity load designed reinforced concrete frames subjected to mid-America ground motions Journal of Structural Engineering. 135: 414-424. DOI: 10.1061/(Asce)0733-9445(2009)135:4(414) |
0.466 |
|
| 2009 |
Pang W, Rosowsky DV, Ellingwood BR, Wang Y. Seismic fragility analysis and retrofit of conventional residential wood-frame structures in the central United States Journal of Structural Engineering. 135: 262-271. DOI: 10.1061/(Asce)0733-9445(2009)135:3(262) |
0.657 |
|
| 2009 |
Li Y, Ellingwood BR. Framework for Multihazard Risk Assessment and Mitigation for Wood-Frame Residential Construction Journal of Structural Engineering. 135: 159-168. DOI: 10.1061/(Asce)0733-9445(2009)135:2(159) |
0.431 |
|
| 2009 |
Ellingwood BR, Li Y. Counteracting Structural Loads: Treatment in
ASCE Standard 7-05 Journal of Structural Engineering. 135: 94-97. DOI: 10.1061/(Asce)0733-9445(2009)135:1(94) |
0.405 |
|
| 2009 |
Ellingwood BR, Kinali K. Quantifying and communicating uncertainty in seismic risk assessment Structural Safety. 31: 179-187. DOI: 10.1016/J.Strusafe.2008.06.001 |
0.418 |
|
| 2008 |
Celik OC, Ellingwood BR. Modeling beam-column joints in fragility assessment of gravity load designed reinforced concrete frames Journal of Earthquake Engineering. 12: 357-381. DOI: 10.1080/13632460701457215 |
0.444 |
|
| 2008 |
Ellingwood BR, Rosowsky DV, Pang W. Performance of light-frame wood residential construction subjected to earthquakes in regions of moderate seismicity Journal of Structural Engineering. 134: 1353-1363. DOI: 10.1061/(Asce)0733-9445(2008)134:8(1353) |
0.654 |
|
| 2008 |
Adachi T, Ellingwood BR. Serviceability of earthquake-damaged water systems: Effects of electrical power availability and power backup systems on system vulnerability Reliability Engineering & System Safety. 93: 78-88. DOI: 10.1016/J.Ress.2006.10.014 |
0.331 |
|
| 2008 |
Li Q, Ellingwood BR. Damage inspection and vulnerability analysis of existing buildings with steel moment-resisting frames Engineering Structures. 30: 338-351. DOI: 10.1016/J.Engstruct.2007.03.018 |
0.403 |
|
| 2007 |
Ellingwood BR. Strategies for mitigating risk to buildings from abnormal load events International Journal of Risk Assessment and Management. 7: 828. DOI: 10.1504/Ijram.2007.014662 |
0.475 |
|
| 2007 |
Ellingwood BR. Structural condition assessment Structure and Infrastructure Engineering. 3: 367-368. DOI: 10.1080/15732470701204305 |
0.324 |
|
| 2007 |
Aktan AE, Ellingwood BR, Kehoe B. Performance-Based Engineering of Constructed Systems Journal of Structural Engineering-Asce. 133: 311-323. DOI: 10.1061/(Asce)0733-9445(2007)133:3(311) |
0.373 |
|
| 2007 |
Li Y, Ellingwood BR. Reliability of woodframe residential construction subjected to earthquakes Structural Safety. 29: 294-307. DOI: 10.1016/J.Strusafe.2006.07.012 |
0.458 |
|
| 2007 |
Ellingwood BR. Benchmark study on reliability estimation of structural systems Structural Safety. 29: 165-166. DOI: 10.1016/J.Strusafe.2006.07.002 |
0.319 |
|
| 2007 |
Kinali K, Ellingwood BR. Seismic fragility assessment of steel frames for consequence-based engineering: A case study for Memphis, TN Engineering Structures. 29: 1115-1127. DOI: 10.1016/J.Engstruct.2006.08.017 |
0.475 |
|
| 2007 |
Ellingwood BR, Celik OC, Kinali K. Fragility assessment of building structural systems in Mid‐America Earthquake Engineering & Structural Dynamics. 36: 1935-1952. DOI: 10.1002/Eqe.693 |
0.437 |
|
| 2007 |
Li Q, Ellingwood BR. Performance evaluation and damage assessment of steel frame buildings under main shock–aftershock earthquake sequences Earthquake Engineering & Structural Dynamics. 36: 405-427. DOI: 10.1002/Eqe.667 |
0.455 |
|
| 2006 |
Mori Y, Ellingwood BR. Reliability assessment of reinforced concrete walls degraded by aggressive operating environments Computer-Aided Civil and Infrastructure Engineering. 21: 157-170. DOI: 10.1111/J.1467-8667.2006.00424.X |
0.368 |
|
| 2006 |
Ellingwood BR. Mitigating Risk from Abnormal Loads and Progressive Collapse Journal of Performance of Constructed Facilities. 20: 315-323. DOI: 10.1061/(Asce)0887-3828(2006)20:4(315) |
0.458 |
|
| 2006 |
Zureick AH, Bennett RM, Ellingwood BR. Statistical characterization of fiber-reinforced polymer composite material properties for structural design Journal of Structural Engineering. 132: 1320-1327. DOI: 10.1061/(Asce)0733-9445(2006)132:8(1320) |
0.7 |
|
| 2006 |
Ellingwood BR. Structural safety special issue: General-purpose software for structural reliability analysis Structural Safety. 28: 1-2. DOI: 10.1016/J.Strusafe.2005.03.001 |
0.361 |
|
| 2006 |
Li Y, Ellingwood BR. Hurricane damage to residential construction in the US: Importance of uncertainty modeling in risk assessment Engineering Structures. 28: 1009-1018. DOI: 10.1016/J.Engstruct.2005.11.005 |
0.476 |
|
| 2005 |
Wen YK, Ellingwood BR. The Role of Fragility Assessment in Consequence-Based Engineering Earthquake Spectra. 21: 861-877. DOI: 10.1193/1.1979502 |
0.382 |
|
| 2005 |
Ellingwood BR. Load Combination Requirements for Fire-resistant Structural Design Journal of Fire Protection Engineering. 15: 43-61. DOI: 10.1177/1042391505045582 |
0.494 |
|
| 2005 |
Du S, Ellingwood BR, Cox JV. Initialization Strategies in Simulation‐Based SFE Eigenvalue Analysis Computer-Aided Civil and Infrastructure Engineering. 20: 304-315. DOI: 10.1111/J.1467-8667.2005.00398.X |
0.704 |
|
| 2005 |
Ellingwood BR, Dusenberry DO. Building Design for Abnormal Loads and Progressive Collapse Computer-Aided Civil and Infrastructure Engineering. 20: 194-205. DOI: 10.1111/J.1467-8667.2005.00387.X |
0.474 |
|
| 2005 |
Ellingwood BR. Risk-informed condition assessment of civil infrastructure: state of practice and research issues Structure and Infrastructure Engineering. 1: 7-18. DOI: 10.1080/15732470412331289341 |
0.414 |
|
| 2005 |
Li Q, Ellingwood BR. Structural Response And Damage Assessment By Enhanced Uncoupled Modal Response History Analysis Journal of Earthquake Engineering. 9: 719-737. DOI: 10.1080/13632460509350563 |
0.406 |
|
| 2005 |
Nie J, Ellingwood BR. Finite Element-Based Structural Reliability Assessment Using Efficient Directional Simulation Journal of Engineering Mechanics. 131: 259-267. DOI: 10.1061/(Asce)0733-9399(2005)131:3(259) |
0.404 |
|
| 2005 |
Ellingwood BR. Seismic hazard and risk analysis Structural Safety. 27: 284-285. DOI: 10.1016/J.Strusafe.2004.12.004 |
0.311 |
|
| 2005 |
Du S, Ellingwood BR, Cox JV. Solution methods and initialization techniques in SFE analysis of structural stability Probabilistic Engineering Mechanics. 20: 179-187. DOI: 10.1016/J.Probengmech.2005.05.002 |
0.712 |
|
| 2005 |
Takahashi T, Ellingwood BR. Reliability-based assessment of roofs in Japan subjected to extreme snows: incorporation of site-specific data Engineering Structures. 27: 89-95. DOI: 10.1016/J.Engstruct.2004.09.001 |
0.451 |
|
| 2005 |
Ellingwood BR, Wen Y. Risk‐benefit‐based design decisions for low‐probability/high consequence earthquake events in Mid‐America Progress in Structural Engineering and Materials. 7: 56-70. DOI: 10.1002/Pse.191 |
0.399 |
|
| 2004 |
Ellingwood BR, Rosowsky DV, Li Y, Kim JH. Fragility assessment of light-frame wood construction subjected to wind and earthquake hazards Journal of Structural Engineering. 130: 1921-1930. DOI: 10.1061/(Asce)0733-9445(2004)130:12(1921) |
0.676 |
|
| 2004 |
Nie J, Ellingwood BR. A new directional simulation method for system reliability. Part II: application of neural networks Probabilistic Engineering Mechanics. 19: 437-447. DOI: 10.1016/J.Probengmech.2004.03.005 |
0.623 |
|
| 2004 |
Nie J, Ellingwood BR. A new directional simulation method for system reliability. Part I: application of deterministic point sets Probabilistic Engineering Mechanics. 19: 425-436. DOI: 10.1016/J.Probengmech.2004.03.004 |
0.61 |
|
| 2004 |
Naus DJ, Ellingwood BR, Graves HL. Methods for assessing NPP containment pressure boundary integrity Nuclear Engineering and Design. 228: 55-72. DOI: 10.1016/J.Nucengdes.2003.06.024 |
0.35 |
|
| 2004 |
Braverman JI, Miller CA, Hofmayer CH, Ellingwood BR, Naus DJ, Chang TY. Degradation assessment of structures and passive components at nuclear power plants Nuclear Engineering and Design. 228: 283-304. DOI: 10.1016/J.Nucengdes.2003.06.012 |
0.361 |
|
| 2003 |
Ellingwood BR. Toward Load and Resistance Factor Design for Fiber-Reinforced Polymer Composite Structures Journal of Structural Engineering-Asce. 129: 449-458. DOI: 10.1061/(Asce)0733-9445(2003)129:4(449) |
0.454 |
|
| 2003 |
Tekie PB, Ellingwood BR. Seismic fragility assessment of concrete gravity dams Earthquake Engineering & Structural Dynamics. 32: 2221-2240. DOI: 10.1002/Eqe.325 |
0.457 |
|
| 2002 |
Rosowsky DV, Ellingwood BR. Performance-based engineering of wood frame housing: Fragility analysis methodology Journal of Structural Engineering. 128: 32-38. DOI: 10.1061/(Asce)0733-9445(2002)128:1(32) |
0.667 |
|
| 2002 |
Igusa T, Buonopane SG, Ellingwood BR. Bayesian analysis of uncertainty for structural engineering applications Structural Safety. 24: 165-186. DOI: 10.1016/S0167-4730(02)00023-1 |
0.389 |
|
| 2002 |
Ciampoli M, Ellingwood BR. Probabilistic methods for assessing current and future performance of concrete structures in nuclear power plants Materials and Structures. 35: 3-14. DOI: 10.1007/Bf02482084 |
0.424 |
|
| 2001 |
Song J, Ellingwood BR. Risk evaluation of steel frames with welded connections under earthquake Structural Engineering and Mechanics. 11: 663-672. DOI: 10.12989/Sem.2001.11.6.663 |
0.467 |
|
| 2001 |
McAllister TP, Ellingwood BR. Reliability-Based Condition Assessment of Welded Miter Gate Structures Journal of Infrastructure Systems. 7: 95-106. DOI: 10.1061/(Asce)1076-0342(2001)7:3(95) |
0.772 |
|
| 2001 |
Ellingwood B, Tekie PB. Fragility Analysis of Concrete Gravity Dams Journal of Infrastructure Systems. 7: 41-48. DOI: 10.1061/(Asce)1076-0342(2001)7:2(41) |
0.774 |
|
| 2001 |
Ellingwood BR. Earthquake risk assessment of building structures Reliability Engineering & System Safety. 74: 251-262. DOI: 10.1016/S0951-8320(01)00105-3 |
0.519 |
|
| 2001 |
McAllister TP, Ellingwood BR. Evaluation of crack growth in miter gate weldments using stochastic fracture mechanics Structural Safety. 23: 445-465. DOI: 10.1016/S0167-4730(02)00012-7 |
0.765 |
|
| 2001 |
Sakurai S, Ellingwood BR, Kushiyama S. Probabilistic study of the behavior of steel frames with partially restrained connections Engineering Structures. 23: 1410-1417. DOI: 10.1016/S0141-0296(01)00052-9 |
0.388 |
|
| 2001 |
Ellingwood BR. Acceptable risk bases for design of structures Progress in Structural Engineering and Materials. 3: 170-179. DOI: 10.1002/Pse.78 |
0.457 |
|
| 2000 |
Nie J, Ellingwood BR. Directional methods for structural reliability analysis Structural Safety. 22: 233-249. DOI: 10.1016/S0167-4730(00)00014-X |
0.336 |
|
| 2000 |
Ellingwood BR. LRFD: implementing structural reliability in professional practice Engineering Structures. 22: 106-115. DOI: 10.1016/S0141-0296(98)00099-6 |
0.477 |
|
| 1999 |
Ellingwood BR, Tekie PB. Wind Load Statistics for Probability-Based Structural Design Journal of Structural Engineering-Asce. 125: 453-463. DOI: 10.1061/(Asce)0733-9445(1999)125:4(453) |
0.751 |
|
| 1999 |
Song J, Ellingwood BR. Seismic Reliability of Special Moment Steel Frames with Welded Connections: I Journal of Structural Engineering-Asce. 125: 357-371. DOI: 10.1061/(Asce)0733-9445(1999)125:4(357) |
0.456 |
|
| 1999 |
Bhattacharya B, Ellingwood B. A CDM analysis of stochastic ductile damage growth and reliability Probabilistic Engineering Mechanics. 14: 45-54. DOI: 10.1016/S0266-8920(98)00015-0 |
0.699 |
|
| 1999 |
Naus DJ, Oland CB, Ellingwood BR, Hookham CJ, Graves HL. Summary and conclusions of a program addressing aging of nuclear power plant concrete structures Nuclear Engineering and Design. 194: 73-96. DOI: 10.1016/S0029-5493(99)00170-3 |
0.407 |
|
| 1999 |
Bhattacharya B, Ellingwood B. A new CDM-based approach to structural deterioration International Journal of Solids and Structures. 36: 1757-1779. DOI: 10.1016/S0020-7683(98)00057-2 |
0.691 |
|
| 1998 |
Bhattacharya B, Ellingwood B. Continuum Damage Mechanics-Based Model of Stochastic Damage Growth Journal of Engineering Mechanics-Asce. 124: 1000-1009. DOI: 10.1061/(Asce)0733-9399(1998)124:9(1000) |
0.673 |
|
| 1998 |
Ellingwood BR. Issues related to structural aging in probabilistic risk assessment of nuclear power plants Reliability Engineering & System Safety. 62: 171-183. DOI: 10.1016/S0951-8320(98)00018-0 |
0.402 |
|
| 1998 |
Zheng R, Ellingwood BR. Role of non-destructive evaluation in time-dependent reliability analysis Structural Safety. 20: 325-339. DOI: 10.1016/S0167-4730(98)00021-6 |
0.378 |
|
| 1998 |
Zheng R, Ellingwood BR. Stochastic fatigue crack growth in steel structures subject to random loading Structural Safety. 20: 303-323. DOI: 10.1016/S0167-4730(98)00020-4 |
0.346 |
|
| 1998 |
Bhattacharya B, Ellingwood B. Continuum damage mechanics analysis of fatigue crack initiation International Journal of Fatigue. 20: 631-639. DOI: 10.1016/S0142-1123(98)00032-2 |
0.67 |
|
| 1998 |
Ellingwood BR. Safety assessment of structures in nuclear facilities: application of probabilistic methods Progress in Structural Engineering and Materials. 1: 207-213. DOI: 10.1002/Pse.2260010214 |
0.396 |
|
| 1997 |
Ellingwood BR. Probability-based LRFD for engineered wood construction Structural Safety. 19: 53-65. DOI: 10.1016/S0167-4730(96)00030-6 |
0.469 |
|
| 1997 |
Kanda J, Iwasaki R, Kobayashi H, Ellingwood BR. Probability-based seismic safety evaluation of existing buildings Engineering Structures. 19: 708-717. DOI: 10.1016/S0141-0296(96)00155-1 |
0.394 |
|
| 1997 |
Ellingwood BR, Mori Y. Reliability-based service life assessment of concrete structures in nuclear power plants: optimum inspection and repair Nuclear Engineering and Design. 175: 247-258. DOI: 10.1016/S0029-5493(97)00042-3 |
0.387 |
|
| 1996 |
Zhang J, Ellingwood B. Sfem For Reliability Of Structures With Material Nonlinearities Journal of Structural Engineering-Asce. 122: 701-704. DOI: 10.1061/(Asce)0733-9445(1996)122:6(701) |
0.351 |
|
| 1996 |
Ellingwood B, Rosowsky D. Combining Snow and Earthquake Loads for Limit States Design Journal of Structural Engineering-Asce. 122: 1364-1368. DOI: 10.1061/(Asce)0733-9445(1996)122:11(1364) |
0.657 |
|
| 1996 |
Naus DJ, Oland CB, Ellingwood BR, Graves HL, Norris WE. Aging management of containment structures in nuclear power plants Nuclear Engineering and Design. 166: 367-379. DOI: 10.1016/S0029-5493(96)01254-X |
0.369 |
|
| 1996 |
Ellingwood BR. Reliability-based condition assessment and LRFD for existing structures Structural Safety. 18: 67-80. DOI: 10.1016/0167-4730(96)00006-9 |
0.486 |
|
| 1995 |
Zhang SW, Ellingwood B, Corotis R, Zhang J. Direct integration method for stochastic finite element analysis of nonlinear dynamic response Structural Engineering and Mechanics. 3: 273-287. DOI: 10.12989/Sem.1995.3.3.273 |
0.342 |
|
| 1995 |
Zhang J, Ellingwood B. Effects of Uncertain Material Properties on Structural Stability Journal of Structural Engineering-Asce. 121: 705-716. DOI: 10.1061/(Asce)0733-9445(1995)121:4(705) |
0.346 |
|
| 1995 |
Rajashekhar MR, Ellingwood BR. Reliability of Reinforced-Concrete Cylindrical Shells Journal of Structural Engineering-Asce. 121: 336-347. DOI: 10.1061/(Asce)0733-9445(1995)121:2(336) |
0.426 |
|
| 1994 |
Mori Y, Ellingwood BR. Maintaining Reliability Of Concrete Structures. Ii: Optimum Inspection/Repair Journal of Structural Engineering-Asce. 120: 846-862. DOI: 10.1061/(Asce)0733-9445(1994)120:3(846) |
0.375 |
|
| 1994 |
Mori Y, Ellingwood BR. Maintaining Reliability Of Concrete Structures. I: Role Of Inspection/Repair Journal of Structural Engineering-Asce. 120: 824-845. DOI: 10.1061/(Asce)0733-9445(1994)120:3(824) |
0.412 |
|
| 1994 |
Mouring SE, Ellingwood BR. Guidelines to Minimize Floor Vibrations from Building Occupants Journal of Structural Engineering-Asce. 120: 507-526. DOI: 10.1061/(Asce)0733-9445(1994)120:2(507) |
0.415 |
|
| 1994 |
Ellingwood BR. Probability-based codified design: past accomplishments and future challenges Structural Safety. 13: 159-176. DOI: 10.1016/0167-4730(94)90024-8 |
0.392 |
|
| 1994 |
Ellingwood BR. Probability-based codified design for earthquakes Engineering Structures. 16: 498-506. DOI: 10.1016/0141-0296(94)90086-8 |
0.457 |
|
| 1993 |
Ellingwood B, Corotis RB, Boland J, Jones NP. Assessing cost of dam failure Journal of Water Resources Planning and Management. 119: 64-82. DOI: 10.1061/(Asce)0733-9496(1993)119:1(64) |
0.343 |
|
| 1993 |
Mori Y, Ellingwood BR. Reliability-Based Service-Life Assessment of Aging Concrete Structures Journal of Structural Engineering-Asce. 119: 1600-1621. DOI: 10.1061/(Asce)0733-9445(1993)119:5(1600) |
0.452 |
|
| 1993 |
Mori Y, Ellingwood BR. Time-dependent system reliability analysis by adaptive importance sampling Structural Safety. 12: 59-73. DOI: 10.1016/0167-4730(93)90018-V |
0.349 |
|
| 1993 |
Rajashekhar MR, Ellingwood BR. A new look at the response surface approach for reliability analysis Structural Safety. 12: 205-220. DOI: 10.1016/0167-4730(93)90003-J |
0.368 |
|
| 1993 |
Naus DJ, Oland CB, Ellingwood B, Mori Y, Arndt EG. An overview of the ORNL/NRC program to address aging of concrete structures in nuclear power plants Nuclear Engineering and Design. 142: 327-339. DOI: 10.1016/0029-5493(93)90211-Q |
0.309 |
|
| 1993 |
Ellingwood BR, Mori Y. Probabilistic methods for condition assessment and life prediction of concrete structures in nuclear power plants Nuclear Engineering and Design. 142: 155-166. DOI: 10.1016/0029-5493(93)90199-J |
0.444 |
|
| 1992 |
Rosowsky D, Ellingwood B. Limit‐State Interactions in Reliability‐Based Design for Wood Structures Journal of Structural Engineering-Asce. 118: 813-827. DOI: 10.1061/(Asce)0733-9445(1992)118:3(813) |
0.666 |
|
| 1992 |
Islam MS, Ellingwood B, Corotis RB. Wind-induced response of structurally asymmetric high-rise buildings Journal of Structural Engineering (United States). 118: 207-222. DOI: 10.1061/(Asce)0733-9445(1992)118:1(207) |
0.363 |
|
| 1992 |
O'connor JM, Ellingwood BR. Site‐dependent models of earthquake ground motion Earthquake Engineering &Amp; Structural Dynamics. 21: 573-589. DOI: 10.1002/Eqe.4290210702 |
0.333 |
|
| 1991 |
Ellingwood BR. Impact of Fire Exposure on Heat Transmission in Concrete Slabs Journal of Structural Engineering-Asce. 117: 1870-1875. DOI: 10.1061/(Asce)0733-9445(1991)117:6(1870) |
0.315 |
|
| 1991 |
Rosowsky D, Ellingwood B. System Reliability and Load‐Sharing Effects in Light‐Frame Wood Construction Journal of Structural Engineering-Asce. 117: 1096-1114. DOI: 10.1061/(Asce)0733-9445(1991)117:4(1096) |
0.652 |
|
| 1991 |
Ellingwood B, Rosowsky D. Duration of Load Effects in LRFD for Wood Construction Journal of Structural Engineering-Asce. 117: 584-599. DOI: 10.1061/(Asce)0733-9445(1991)117:2(584) |
0.678 |
|
| 1991 |
Ellingwood B, Lin TD. Flexure and Shear Behavior of Concrete Beams during Fires Journal of Structural Engineering-Asce. 117: 440-458. DOI: 10.1061/(Asce)0733-9445(1991)117:2(440) |
0.344 |
|
| 1991 |
Kanda J, Ellingwood B. Formulation of load factors based on optimum reliability Structural Safety. 9: 197-210. DOI: 10.1016/0167-4730(91)90043-9 |
0.422 |
|
| 1990 |
Islam MS, Ellingwood B, Corotis RB. Dynamic response of tall buildings to stochastic wind load Journal of Structural Engineering (United States). 116: 2982-3002. DOI: 10.1061/(Asce)0733-9445(1990)116:11(2982) |
0.341 |
|
| 1990 |
Wang TY, Corotis RB, Ellingwood B. Limit state sensitivity of structural frames subjected to cyclic forces Journal of Structural Engineering (United States). 116: 2824-2841. DOI: 10.1061/(Asce)0733-9445(1990)116:10(2824) |
0.413 |
|
| 1990 |
Islam MS, Ellingwood B, Corotis RB. Transfer function models for determining dynamic wind loads on buildings Journal of Wind Engineering and Industrial Aerodynamics. 36: 449-458. DOI: 10.1016/0167-6105(90)90328-A |
0.326 |
|
| 1990 |
Ellingwood B. Validation studies of seismic PRAs Nuclear Engineering and Design. 123: 189-196. DOI: 10.1016/0029-5493(90)90237-R |
0.401 |
|
| 1987 |
Hwang H, Ellingwood B, Shinozuka M, Reich M. Probability‐Based Design Criteria for Nuclear Plant Structures Journal of Structural Engineering-Asce. 113: 925-942. DOI: 10.1061/(Asce)0733-9445(1987)113:5(925) |
0.456 |
|
| 1987 |
O'Connor JM, Ellingwood B. Reliability of Nonlinear Structures with Seismic Loading Journal of Structural Engineering-Asce. 113: 1011-1028. DOI: 10.1061/(Asce)0733-9445(1987)113:5(1011) |
0.402 |
|
| 1987 |
Tallin A, Ellingwood B. Structural Load Estimates From Geographically Sparse Data Journal of Structural Engineering-Asce. 113: 628-632. DOI: 10.1061/(Asce)0733-9445(1987)113:3(628) |
0.379 |
|
| 1987 |
Ellingwood B. Design And Construction Error Effects On Structural Reliability Journal of Structural Engineering-Asce. 113: 409-422. DOI: 10.1061/(Asce)0733-9445(1987)113:2(409) |
0.427 |
|
| 1987 |
Israel M, Ellingwood B, Corotis R. Reliability‐Based Code Formulations for Reinforced Concrete Buildings Journal of Structural Engineering-Asce. 113: 2235-2252. DOI: 10.1061/(Asce)0733-9445(1987)113:10(2235) |
0.417 |
|
| 1986 |
Hwang H, Ellingwood B, Nakai K. Probability-based design criteria for shear walls in nuclear power plants Nuclear Engineering and Design. 97: 327-337. DOI: 10.1016/0029-5493(86)90168-8 |
0.435 |
|
| 1985 |
Tallin A, Ellingwood B. Wind Induced Lateral‐Torsional Motion of Buildings Journal of Structural Engineering-Asce. 111: 2197-2213. DOI: 10.1061/(Asce)0733-9445(1985)111:10(2197) |
0.306 |
|
| 1985 |
Ellingwood B, Tallin A. Limit States Criteria for Masonry Construction Journal of Structural Engineering-Asce. 111: 108-122. DOI: 10.1061/(Asce)0733-9445(1985)111:1(108) |
0.442 |
|
| 1985 |
Ellingwood B, O'Rourke M. Probabilistic models of snow loads on structures Structural Safety. 2: 291-299. DOI: 10.1016/0167-4730(85)90015-3 |
0.44 |
|
| 1985 |
Tallin A, Ellingwood B. Wind-induced motion of tall buildings Engineering Structures. 7: 245-252. DOI: 10.1016/0141-0296(85)90004-5 |
0.354 |
|
| 1985 |
Hwang H, Kagami S, Reich M, Ellingwood B, Shinozuka M. Probability-based load combinations for the design of concrete containments☆ Nuclear Engineering and Design. 86: 327-339. DOI: 10.1016/0029-5493(85)90298-5 |
0.442 |
|
| 1985 |
Ellingwood B, Hwang H. Probabilistic descriptions of resistance of safety-related structures in nuclear plants Nuclear Engineering and Design. 88: 169-178. DOI: 10.1016/0029-5493(85)90059-7 |
0.382 |
|
| 1984 |
Ellingwood B. Statistical Tests of Environmental Load Data Journal of Structural Engineering-Asce. 110: 1400-1404. DOI: 10.1061/(Asce)0733-9445(1984)110:6(1400) |
0.407 |
|
| 1984 |
Tallin A, Ellingwood B. Serviceability Limit States: Wind Induced Vibrations Journal of Structural Engineering-Asce. 110: 2424-2437. DOI: 10.1061/(Asce)0733-9445(1984)110:10(2424) |
0.384 |
|
| 1983 |
Ellingwood B, Redfield R. Ground Snow Loads for Structural Design Journal of Structural Engineering-Asce. 109: 950-964. DOI: 10.1061/(Asce)0733-9445(1983)109:4(950) |
0.414 |
|
| 1983 |
Ellingwood B, Leyendecker EV, Yao JTP. Probability of Failure from Abnormal Load Journal of Structural Engineering-Asce. 109: 875-890. DOI: 10.1061/(Asce)0733-9445(1983)109:4(875) |
0.426 |
|
| 1983 |
Galambos TV, Ellingwood B, MacGregor JG, Cornell CA. Closure to “ Probability Based Load Criteria: Assessment of Current Design Practice ” by Theodore V. Galambos, Bruce Ellingwood, James G. MacGregor, and C. Allin Cornell (May, 1982) Journal of Structural Engineering-Asce. 109: 1087-1088. DOI: 10.1061/(Asce)0733-9445(1983)109:4(1087) |
0.36 |
|
| 1982 |
Ellingwood B, Galambos TV. Probability-based criteria for structural design Structural Safety. 1: 15-26. DOI: 10.1016/0167-4730(82)90012-1 |
0.458 |
|
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