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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