Marc O. Eberhard - Publications

Affiliations: 
University of Washington, Seattle, Seattle, WA 
Area:
Civil Engineering

46 high-probability publications. We are testing a new system for linking publications to authors. You can help! If you notice any inaccuracies, please sign in and mark papers as correct or incorrect matches. If you identify any major omissions or other inaccuracies in the publication list, please let us know.

Year Citation  Score
2020 Marafi NA, Makdisi AJ, Berman JW, Eberhard MO. Design strategies to achieve target collapse risks for reinforced concrete wall buildings in sedimentary basins Earthquake Spectra. 36: 1038-1073. DOI: 10.1177/8755293019899965  0.522
2020 Marafi NA, Makdisi AJ, Eberhard MO, Berman JW. Impacts of an M9 Cascadia Subduction Zone Earthquake and Seattle Basin on Performance of RC Core Wall Buildings Journal of Structural Engineering-Asce. 146: 4019201. DOI: 10.1061/(Asce)St.1943-541X.0002490  0.442
2020 Yang T, Marafi NA, Calvi PM, Wiebe R, Eberhard MO, Berman JW. Accounting for spectral shape in a simplified method of analyzing friction pendulum systems Engineering Structures. 222: 111002. DOI: 10.1016/J.Engstruct.2020.111002  0.448
2020 Kourehpaz P, Hutt CM, Marafi NA, Berman JW, Eberhard MO. Estimating economic losses of midrise reinforced concrete shear wall buildings in sedimentary basins by combining empirical and simulated seismic hazard characterizations Earthquake Engineering & Structural Dynamics. DOI: 10.1002/Eqe.3325  0.494
2019 Marafi NA, Eberhard MO, Berman JW, Wirth EA, Frankel AD. Impacts of Simulated M9 Cascadia Subduction Zone Motions on Idealized Systems Earthquake Spectra. 35: 1261-1287. DOI: 10.1193/052418Eqs123M  0.386
2019 Hua J, Eberhard MO, Lowes LN, Gu X. Modes, Mechanisms, and Likelihood of Seismic Shear Failure in Rectangular Reinforced Concrete Columns Journal of Structural Engineering-Asce. 145: 4019096. DOI: 10.1061/(Asce)St.1943-541X.0002365  0.455
2019 Mantawy IM, Thonstad T, Sanders DH, Stanton JF, Eberhard MO. Reinforcing steel fracture identification for a high-performance bridge system Structures. 19: 58-67. DOI: 10.1016/J.Istruc.2018.11.017  0.356
2019 Mantawy IM, Sanders DH, Eberhard MO, Stanton JF. Modelling of debonded reinforcement in ABC connections designed for seismic zones Engineering Structures. 198: 109351. DOI: 10.1016/J.Engstruct.2019.109351  0.528
2019 Li T, Marafi NA, Sen AD, Berman JW, Eberhard MO, Lehman DE, Roeder CW. Seismic performance of special concentrically braced frames in deep basins during subduction-zone earthquakes Engineering Structures. 188: 87-103. DOI: 10.1016/J.Engstruct.2019.02.057  0.524
2017 Marafi NA, Eberhard MO, Berman JW, Wirth EA, Frankel AD. Effects of Deep Basins on Structural Collapse during Large Subduction Earthquakes Earthquake Spectra. 33: 963-997. DOI: 10.1193/071916Eqs114M  0.454
2017 Thonstad T, Kennedy BJ, Schaefer JA, Eberhard MO, Stanton JF. Cyclic Tests of Precast Pretensioned Rocking Bridge-Column Subassemblies Journal of Structural Engineering-Asce. 143: 4017094. DOI: 10.1061/(Asce)St.1943-541X.0001823  0.591
2017 Davis PM, Janes TM, Haraldsson OS, Eberhard MO, Stanton JF. Unbonded Pretensioned Columns for Accelerated Bridge Construction in Seismic Regions Journal of Bridge Engineering. 22: 4017003. DOI: 10.1061/(Asce)Be.1943-5592.0000992  0.499
2016 Lattanzi D, Miller GR, Eberhard MO, Haraldsson OS. Bridge column maximum drift estimation via computer vision Journal of Computing in Civil Engineering. 30. DOI: 10.1061/(Asce)Cp.1943-5487.0000527  0.494
2016 Mantawy IM, Thonstad T, Sanders DH, Stanton JF, Eberhard MO. Seismic Performance of Precast, Pretensioned, and Cast-in-Place Bridges: Shake Table Test Comparison Journal of Bridge Engineering. 21: 4016071. DOI: 10.1061/(Asce)Be.1943-5592.0000934  0.561
2016 Thonstad T, Mantawy IM, Stanton JF, Eberhard MO, Sanders DH. Shaking Table Performance of a New Bridge System with Pretensioned Rocking Columns Journal of Bridge Engineering. 21: 4015079. DOI: 10.1061/(Asce)Be.1943-5592.0000867  0.604
2016 Marafi NA, Berman JW, Eberhard MO. Ductility‐dependent intensity measure that accounts for ground‐motion spectral shape and duration Earthquake Engineering & Structural Dynamics. 45: 653-672. DOI: 10.1002/Eqe.2678  0.464
2015 Nguyen H, Stanton J, Eberhard M, Chapman D. The effect of temperature variations on the camber of precast, prestressed concrete girders Pci Journal. 60: 48-63. DOI: 10.15554/Pcij.09012015.48.63  0.375
2013 Haraldsson OS, Janes TM, Eberhard MO, Stanton JF. Seismic resistance of socket connection between footing and precast column Journal of Bridge Engineering. 18: 910-919. DOI: 10.1061/(Asce)Be.1943-5592.0000413  0.529
2012 Khaleghi B, Schultz E, Seguirant S, Marsh L, Haraldsson O, Eberhard M, Stanton J. Accelerated bridge construction in Washington State: From research to practice Pci Journal. 57: 34-49. DOI: 10.15554/Pcij.09012012.34.49  0.502
2011 Marsh ML, Wernli M, Garrett BE, Stanton JF, Eberhard MO, Weinert MD. Application of Accelerated Bridge Construction Connections in Moderate-to-High Seismic Regions Nchrp Report. DOI: 10.17226/14571  0.471
2011 O'Brien P, Eberhard M, Haraldsson O, Irfanoglu A, Lattanzi D, Lauer S, Pujol S. Measures of the seismic vulnerability of reinforced concrete buildings in haiti Earthquake Spectra. 27. DOI: 10.1193/1.3637034  0.536
2011 DesRoches R, Comerio M, Eberhard M, Mooney W, Rix GJ. Overview of the 2010 Haiti earthquake Earthquake Spectra. 27. DOI: 10.1193/1.3630129  0.45
2010 Pang JBK, Eberhard MO, Stanton JF. Large-bar connection for precast bridge bents in seismic regions Journal of Bridge Engineering. 15: 231-239. DOI: 10.1061/(Asce)Be.1943-5592.0000081  0.556
2009 Steuck KP, Eberhard MO, Stanton JF. Anchorage of Large-Diameter Reinforcing Bars in Ducts Aci Structural Journal. 106: 506-513. DOI: 10.14359/56616  0.518
2009 Elwood KJ, Eberhard MO. Effective stiffness of reinforced concrete columns Aci Structural Journal. 106: 476-484. DOI: 10.14359/56613  0.524
2008 Johnson N, Ranf RT, Saiidi MS, Sanders D, Eberhard M. Seismic testing of a two-span reinforced concrete bridge Journal of Bridge Engineering. 13: 173-182. DOI: 10.1061/(Asce)1084-0702(2008)13:2(173)  0.447
2007 Ranf RT, Eberhard MO, Malone S. Post-earthquake Prioritization of Bridge Inspections Earthquake Spectra. 23: 131-146. DOI: 10.1193/1.2428313  0.54
2006 Bechtoula H, Sakashita M, Kono S, Watanabe F, Eberhard MO. Cyclic Performance of Lower Stories of Mid-Rise Reinforced Concrete Frame Buildings Aci Structural Journal. 103: 513-521. DOI: 10.14359/16427  0.479
2005 Barr PJ, Stanton JF, Eberhard MO. Effects of temperature variations on precast, prestressed concrete bridge girders Journal of Bridge Engineering. 10: 186-194. DOI: 10.1061/(Asce)1084-0702(2005)10:2(186)  0.541
2005 Price TE, Eberhard MO. Factors Contributing to Bridge--Embankment Interaction Journal of Structural Engineering-Asce. 131: 1345-1354. DOI: 10.1061/(Asce)0733-9445(2005)131:9(1345)  0.419
2005 Berry MP, Eberhard MO. Practical performance model for bar buckling Journal of Structural Engineering-Asce. 131: 1060-1070. DOI: 10.1061/(Asce)0733-9445(2005)131:7(1060)  0.546
2003 Stanton JF, Eberhard MO, Barr PJ. A weighted-stretched-wire system for monitoring deflections Engineering Structures. 25: 347-357. DOI: 10.1016/S0141-0296(02)00163-3  0.55
2002 Jones AL, Kramer SL, Arduino P, Eberhard M. Uncertainty analysis for a seismic warning system Transportation Research Record. 112-121. DOI: 10.3141/1808-13  0.509
2002 Kwak Y, Eberhard MO, Kim W, Kim J. Shear Strength of Steel Fiber-Reinforced Concrete Beamswithout Stirrups Aci Structural Journal. 99: 530-538. DOI: 10.14359/12122  0.402
2001 Barr PJ, Eberhard MO, Stanton JF. Live-load distribution factors in prestressed concrete girder bridges Journal of Bridge Engineering. 6: 298-306. DOI: 10.1061/(Asce)1084-0702(2001)6:5(298)  0.583
2000 Newtson CM, Eberhard MO. Nondestructive Evaluation Using Numerical Simulation Of Impact Response Aci Materials Journal. 97: 343-350. DOI: 10.14359/4627  0.394
1998 Price TE, Eberhard MO. Effects Of Spatially Varying Ground Motions On Short Bridges Journal of Structural Engineering-Asce. 124: 948-955. DOI: 10.1061/(Asce)0733-9445(1998)124:8(948)  0.41
1997 Trochalakis P, Eberhard MO, Stanton JF. Design of Seismic Restrainers for In-Span Hinges Journal of Structural Engineering-Asce. 123: 469-478. DOI: 10.1061/(Asce)0733-9445(1997)123:4(469)  0.569
1997 Eberhard MO, Marsh ML. Lateral-Load Response Of Two Reinforced Concrete Bents Journal of Structural Engineering-Asce. 123: 461-468. DOI: 10.1061/(Asce)0733-9445(1997)123:4(461)  0.532
1997 Eberhard MO, Marsh ML. Lateral-Load Response of a Reinforced Concrete Bridge Journal of Structural Engineering-Asce. 123: 451-460. DOI: 10.1061/(Asce)0733-9445(1997)123:4(451)  0.562
1996 Colina JDl, Eberhard MO, Ryter SW, Wood SL. Sensitivity of seismic assessment of a double-deck, reinforced concrete bridge Earthquake Spectra. 12: 217-244. DOI: 10.1193/1.1585878  0.566
1995 Eberhard MO, Meigs BE. Earthquake‐Resisting System Selection Statistics for Reinforced Concrete Buildings Earthquake Spectra. 11: 19-36. DOI: 10.1193/1.1585801  0.414
1995 Pla-Rucki GF, Eberhard MO. Imaging Of Reinforced Concrete: State-Of-The-Art Review Journal of Infrastructure Systems. 1: 134-141. DOI: 10.1061/(Asce)1076-0342(1995)1:2(134)  0.386
1995 Newtson CM, Eberhard MO. Two-Dimensional Magnetic Algorithm to Detect Reinforcing Steel Journal of Materials in Civil Engineering. 7: 141-147. DOI: 10.1061/(Asce)0899-1561(1995)7:3(141)  0.309
1994 Pla GF, Eberhard MO, Eberhard PH. Magnetic imaging of reinforcing steel Journal of Nondestructive Evaluation. 13: 23-32. DOI: 10.1007/Bf00723944  0.335
1993 Eberhard MO, Sozen MA. Behavior-based method to determine design shear in earthquake-resistant walls Journal of Structural Engineering (United States). 119: 619-640. DOI: 10.1061/(Asce)0733-9445(1993)119:2(619)  0.532
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