| Year |
Citation |
Score |
| 2020 |
Béland T, Tremblay R, Hines EM, Fahnestock LA. Full-Scale Cyclic Rotation and Shear-Load Testing of Double Web with Top and Seat Angle Beam-Column Connections Journal of Structural Engineering-Asce. 146: 4020164. DOI: 10.1061/(Asce)St.1943-541X.0002685 |
0.43 |
|
| 2020 |
Béland T, Bradley CR, Nelson J, Sizemore JG, Davaran A, Tremblay R, Hines EM, Fahnestock LA. Experimental Parametric Characterization of Bolted Angle Connection Behavior Journal of Structural Engineering-Asce. 146: 4020160. DOI: 10.1061/(Asce)St.1943-541X.0002662 |
0.407 |
|
| 2020 |
Béland T, Tremblay R, Hines EM, Fahnestock LA. Rotational Capacity of Bolted Double-Web-Angle Beam-Column Gravity Connections through Full-Scale Experimental Testing Journal of Structural Engineering-Asce. 146: 4020111. DOI: 10.1061/(Asce)St.1943-541X.0002661 |
0.452 |
|
| 2019 |
Luo J, Fahnestock LA, LaFave JM. Seismic Performance Assessment of Quasi-Isolated Highway Bridges with Seat-Type Abutments Journal of Earthquake Engineering. 1-40. DOI: 10.1080/13632469.2019.1628125 |
0.442 |
|
| 2019 |
Kozak DL, Luo J, Olson SM, LaFave JM, Fahnestock LA. Modification of Ground Motions for Use in Central North America Journal of Earthquake Engineering. 23: 1385-1406. DOI: 10.1080/13632469.2017.1387190 |
0.303 |
|
| 2019 |
Sizemore JG, Fahnestock LA, Hines EM. Seismic Performance Assessment of Low-Ductility Concentrically Braced Frames Journal of Structural Engineering-Asce. 145: 4019016. DOI: 10.1061/(Asce)St.1943-541X.0002276 |
0.483 |
|
| 2019 |
Wierschem NE, Luo J, Wilcoski J, Hubbard SA, Fahnestock LA, Spencer BF, McFarland DM, Quinn DD, Vakakis AF, Bergman LA. Simulating offset blast loads experimentally using shake‐table‐generated ground motions: Method development and validation Structural Control and Health Monitoring. 27. DOI: 10.1002/Stc.2480 |
0.361 |
|
| 2018 |
Zaruma SR, Fahnestock LA. Seismic Stability of Buckling-Restrained Braced Frames Key Engineering Materials. 763: 924-931. DOI: 10.4028/Www.Scientific.Net/Kem.763.924 |
0.418 |
|
| 2018 |
Béland T, Tremblay R, Sizemore J, Fahnestock LA, Bradley C, Hines E. Contribution of Beam-Column Connections with Bolted Angles in the Reserve Capacity and Full-Scale Cyclic Testing Key Engineering Materials. 763: 475-484. DOI: 10.4028/Www.Scientific.Net/Kem.763.475 |
0.362 |
|
| 2018 |
Steelman JS, Fahnestock LA, Hajjar JF, LaFave JM. Cyclic Experimental Behavior of Nonseismic Elastomeric Bearings with Stiffened Angle Side Retainer Fuses for Quasi-Isolated Seismic Bridge Response Journal of Bridge Engineering. 23: 4017120. DOI: 10.1061/(Asce)Be.1943-5592.0001170 |
0.42 |
|
| 2018 |
Zaruma S, Fahnestock LA. Assessment of design parameters influencing seismic collapse performance of buckling-restrained braced frames Soil Dynamics and Earthquake Engineering. 113: 35-46. DOI: 10.1016/J.Soildyn.2018.05.021 |
0.542 |
|
| 2018 |
Kozak DL, LaFave JM, Fahnestock LA. Seismic modeling of integral abutment bridges in Illinois Engineering Structures. 165: 170-183. DOI: 10.1016/J.Engstruct.2018.02.088 |
0.52 |
|
| 2017 |
Barbosa AR, Fahnestock LA, Fick DR, Gautam D, Soti R, Wood R, Moaveni B, Stavridis A, Olsen MJ, Rodrigues H. Performance of Medium-to-High Rise Reinforced Concrete Frame Buildings with Masonry Infill in the 2015 Gorkha, Nepal, Earthquake Earthquake Spectra. 33: 197-218. DOI: 10.1193/051017Eqs087M |
0.466 |
|
| 2017 |
Borello DJ, Fahnestock LA. Large-Scale Cyclic Testing of Steel-Plate Shear Walls with Coupling Journal of Structural Engineering-Asce. 143: 4017133. DOI: 10.1061/(Asce)St.1943-541X.0001861 |
0.435 |
|
| 2017 |
Sizemore JG, Fahnestock LA, Hines EM, Bradley CR. Parametric Study of Low-Ductility Concentrically Braced Frames under Cyclic Static Loading Journal of Structural Engineering-Asce. 143: 4017032. DOI: 10.1061/(Asce)St.1943-541X.0001761 |
0.488 |
|
| 2017 |
Bradley CR, Fahnestock LA, Hines EM, Sizemore JG. Full-Scale Cyclic Testing of Low-Ductility Concentrically Braced Frames Journal of Structural Engineering-Asce. 143: 4017029. DOI: 10.1061/(Asce)St.1943-541X.0001760 |
0.424 |
|
| 2017 |
Imanpour A, Tremblay R, Davaran A, Stoakes C, Fahnestock LA. Erratum for “Seismic Performance Assessment of Multitiered Steel Concentrically Braced Frames Designed in Accordance with the 2010 AISC Seismic Provisions” by Ali Imanpour, Robert Tremblay, Ali Davaran, Christopher Stoakes, and Larry A. Fahnestock Journal of Structural Engineering-Asce. 143: 8217001. DOI: 10.1061/(Asce)St.1943-541X.0001734 |
0.478 |
|
| 2017 |
Wierschem NE, Hubbard SA, Luo J, Fahnestock LA, Spencer BF, McFarland DM, Quinn DD, Vakakis AF, Bergman LA. Response attenuation in a large-scale structure subjected to blast excitation utilizing a system of essentially nonlinear vibration absorbers Journal of Sound and Vibration. 389: 52-72. DOI: 10.1016/J.Jsv.2016.11.003 |
0.447 |
|
| 2017 |
Luo J, Fahnestock LA, LaFave JM. Nonlinear Static Pushover and Eigenvalue Modal Analyses of Quasi-Isolated Highway Bridges with Seat-Type Abutments Structures. 12: 145-167. DOI: 10.1016/J.Istruc.2017.08.006 |
0.523 |
|
| 2017 |
Wang M, Fahnestock LA, Qian F, Yang W. Experimental cyclic behavior and constitutive modeling of low yield point steels Construction and Building Materials. 131: 696-712. DOI: 10.1016/J.Conbuildmat.2016.11.035 |
0.516 |
|
| 2017 |
Wang M, Borello DJ, Fahnestock LA. Boundary frame contribution in coupled and uncoupled steel plate shear walls Earthquake Engineering & Structural Dynamics. 46: 2355-2380. DOI: 10.1002/Eqe.2908 |
0.49 |
|
| 2016 |
Luo J, Fahnestock LA, Kozak DL, LaFave JM. Seismic analysis incorporating detailed structure–abutment–foundation interaction for quasi-isolated highway bridges Structure and Infrastructure Engineering. 1-23. DOI: 10.1080/15732479.2016.1177094 |
0.495 |
|
| 2016 |
Imanpour A, Tremblay R, Fahnestock LA, Stoakes C. Analysis and Design of Two-Tiered Steel Braced Frames under In-Plane Seismic Demand Journal of Structural Engineering-Asce. 142: 4016115. DOI: 10.1061/(Asce)St.1943-541X.0001568 |
0.534 |
|
| 2016 |
Imanpour A, Tremblay R, Davaran A, Stoakes C, Fahnestock LA. Seismic Performance Assessment of Multitiered Steel Concentrically Braced Frames Designed in Accordance with the 2010 AISC Seismic Provisions Journal of Structural Engineering-Asce. 142: 4016135. DOI: 10.1061/(Asce)St.1943-541X.0001561 |
0.507 |
|
| 2016 |
Stoakes CD, Fahnestock LA. Strong-Axis Stability of Wide Flange Steel Columns in the Presence of Weak-Axis Flexure Journal of Structural Engineering-Asce. 142: 4016004. DOI: 10.1061/(Asce)St.1943-541X.0001448 |
0.519 |
|
| 2016 |
Abrams DP, Fahnestock LA, Gregor TA. Measured Seismic Behavior of Hybrid Masonry Structural Systems Journal of Structural Engineering (United States). 142. DOI: 10.1061/(Asce)St.1943-541X.0001406 |
0.544 |
|
| 2016 |
Johnson ES, Meissner JE, Fahnestock LA. Experimental behavior of a half-scale steel concrete composite floor system subjected to column removal scenarios Journal of Structural Engineering (United States). 142. DOI: 10.1061/(Asce)St.1943-541X.0001398 |
0.511 |
|
| 2016 |
Stark TD, Benekohal R, Fahnestock LA, LaFave JM, He J, Wittenkeller C. I-5 Skagit River Bridge Collapse Review Journal of Performance of Constructed Facilities. 30: 4016061. DOI: 10.1061/(Asce)Cf.1943-5509.0000913 |
0.362 |
|
| 2016 |
LaFave JM, Gao Z, Holder DE, Kuo MJ, Fahnestock LA. Commercial and Residential Building Performance during the May 20, 2013, Tornado in Moore, Oklahoma Journal of Performance of Constructed Facilities. 30. DOI: 10.1061/(Asce)Cf.1943-5509.0000722 |
0.425 |
|
| 2016 |
Lafave JM, Riddle JK, Jarrett MW, Wright BA, Svatora JS, An H, Fahnestock LA. Numerical Simulations of Steel Integral Abutment Bridges under Thermal Loading Journal of Bridge Engineering. 21. DOI: 10.1061/(Asce)Be.1943-5592.0000919 |
0.496 |
|
| 2016 |
Steelman JS, Fahnestock LA, Hajjar JF, Lafave JM. Performance of Nonseismic PTFE Sliding Bearings When Subjected to Seismic Demands Journal of Bridge Engineering. 21. DOI: 10.1061/(Asce)Be.1943-5592.0000777 |
0.529 |
|
| 2016 |
Tremblay R, Dehghani M, Fahnestock L, Herrera R, Canales M, Clifton C, Hamid Z. Comparison of seismic design provisions for buckling restrained braced frames in Canada, United States, Chile, and New Zealand Structures. 8: 183-196. DOI: 10.1016/J.Istruc.2016.06.004 |
0.493 |
|
| 2015 |
McConnell JR, Fahnestock LA. Innovations in steel design: Research needs for global sustainability Journal of Structural Engineering (United States). 141. DOI: 10.1061/(Asce)St.1943-541X.0001185 |
0.313 |
|
| 2014 |
Wierschem NE, Luo J, Al-Shudeifat M, Hubbard S, Ott R, Fahnestock LA, Quinn DD, McFarland DM, Spencer BF, Vakakis A, Bergman LA. Experimental testing and numerical simulation of a six-story structure incorporating two-degree-of-freedom nonlinear energy sink Journal of Structural Engineering (United States). 140. DOI: 10.1061/(Asce)St.1943-541X.0000978 |
0.398 |
|
| 2014 |
Luo J, Wierschem NE, Fahnestock LA, Bergman LA, Spencer BF, Al-Shudeifat M, McFarland DM, Quinn DD, Vakakis AF. Realization of a strongly nonlinear vibration-mitigation device using elastomeric bumpers Journal of Engineering Mechanics. 140. DOI: 10.1061/(Asce)Em.1943-7889.0000692 |
0.39 |
|
| 2014 |
Steelman JS, Filipov ET, Fahnestock LA, Revell JR, Lafave JM, Hajjar JF, Foutch DA. Experimental behavior of steel fixed bearings and implications for seismic bridge response Journal of Bridge Engineering. 19. DOI: 10.1061/(Asce)Be.1943-5592.0000540 |
0.555 |
|
| 2014 |
Luo J, Wierschem NE, Hubbard SA, Fahnestock LA, Dane Quinn D, Michael McFarland D, Spencer BF, Vakakis AF, Bergman LA. Large-scale experimental evaluation and numerical simulation of a system of nonlinear energy sinks for seismic mitigation Engineering Structures. 77: 34-48. DOI: 10.1016/J.Engstruct.2014.07.020 |
0.445 |
|
| 2014 |
Eatherton MR, Fahnestock LA, Miller DJ. Computational study of self-centering buckling-restrained braced frame seismic performance Earthquake Engineering & Structural Dynamics. 43: 1897-1914. DOI: 10.1002/Eqe.2428 |
0.401 |
|
| 2014 |
Luo J, Wierschem NE, Fahnestock LA, Spencer BF, Quinn DD, Mcfarland DM, Vakakis AF, Bergman LA. Design, simulation, and large-scale testing of an innovative vibration mitigation device employing essentially nonlinear elastomeric springs Earthquake Engineering and Structural Dynamics. 43: 1829-1851. DOI: 10.1002/Eqe.2424 |
0.439 |
|
| 2013 |
Eidini M, Abrams DP, Fahnestock LA. Seismic Design and Viability of Hybrid Masonry Building Systems Journal of Structural Engineering-Asce. 139: 411-421. DOI: 10.1061/(Asce)St.1943-541X.0000672 |
0.535 |
|
| 2013 |
Li G, Fahnestock LA, Li H. Simulation of Steel Brace Hysteretic Response Using the Force Analogy Method Journal of Structural Engineering. 139: 526-536. DOI: 10.1061/(Asce)St.1943-541X.0000664 |
0.427 |
|
| 2013 |
Li G, Fahnestock LA. Seismic Response of Single-Degree-of-Freedom Systems Representing Low-Ductility Steel Concentrically Braced Frames with Reserve Capacity Journal of Structural Engineering-Asce. 139: 199-211. DOI: 10.1061/(Asce)St.1943-541X.0000623 |
0.491 |
|
| 2013 |
Borello DJ, Fahnestock LA. Seismic Design and Analysis of Steel Plate Shear Walls with Coupling Journal of Structural Engineering-Asce. 139: 1263-1273. DOI: 10.1061/(Asce)St.1943-541X.0000576 |
0.516 |
|
| 2013 |
Steelman JS, Fahnestock LA, Filipov ET, Lafave JM, Hajjar JF, Foutch DA. Shear and friction response of nonseismic laminated elastomeric bridge bearings subject to seismic demands Journal of Bridge Engineering. 18: 612-623. DOI: 10.1061/(Asce)Be.1943-5592.0000406 |
0.541 |
|
| 2013 |
Filipov ET, Fahnestock LA, Steelman JS, Hajjar JF, LaFave JM, Foutch DA. Evaluation of quasi-isolated seismic bridge behavior using nonlinear bearing models Engineering Structures. 49: 168-181. DOI: 10.1016/J.Engstruct.2012.10.011 |
0.535 |
|
| 2013 |
Filipov ET, Revell JR, Fahnestock LA, Lafave JM, Hajjar JF, Foutch DA, Steelman JS. Seismic performance of highway bridges with fusing bearing components for quasi-isolation Earthquake Engineering and Structural Dynamics. 42: 1375-1394. DOI: 10.1002/Eqe.2277 |
0.51 |
|
| 2012 |
Mathur K, Fahnestock LA, Okazaki T, Parkolap MJ. Impact of residual stresses and initial imperfections on the seismic response of steel moment frames Journal of Structural Engineering-Asce. 138: 942-951. DOI: 10.1061/(Asce)St.1943-541X.0000512 |
0.545 |
|
| 2012 |
Wierschem NE, Quinn DD, Hubbard SA, Al-Shudeifat MA, McFarland DM, Luo J, Fahnestock LA, Spencer BF, Vakakis AF, Bergman LA. Passive damping enhancement of a two-degree-of-freedom system through a strongly nonlinear two-degree-of-freedom attachment Journal of Sound and Vibration. 331: 5393-5407. DOI: 10.1016/J.Jsv.2012.06.023 |
0.361 |
|
| 2012 |
Borello DJ, Fahnestock LA. Behavior and mechanisms of steel plate shear walls with coupling Journal of Constructional Steel Research. 74: 8-16. DOI: 10.1016/J.Jcsr.2011.12.009 |
0.446 |
|
| 2012 |
Stoakes CD, Fahnestock LA. Cyclic flexural analysis and behavior of beam-column connections with gusset plates Journal of Constructional Steel Research. 72: 227-239. DOI: 10.1016/J.Jcsr.2011.12.008 |
0.464 |
|
| 2012 |
Miller DJ, Fahnestock LA, Eatherton MR. Development and experimental validation of a nickel–titanium shape memory alloy self-centering buckling-restrained brace Engineering Structures. 40: 288-298. DOI: 10.1016/J.Engstruct.2012.02.037 |
0.466 |
|
| 2011 |
Hoffman ST, Fahnestock LA. Behavior of multi-story steel buildings under dynamic column loss scenarios Steel and Composite Structures. 11: 149-168. DOI: 10.12989/Scs.2011.11.2.149 |
0.511 |
|
| 2011 |
Stoakes CD, Fahnestock LA. Cyclic Flexural Testing of Concentrically Braced Frame Beam-Column Connections Journal of Structural Engineering-Asce. 137: 739-747. DOI: 10.1061/(Asce)St.1943-541X.0000326 |
0.466 |
|
| 2011 |
Ariyaratana C, Fahnestock LA. Evaluation of buckling-restrained braced frame seismic performance considering reserve strength Engineering Structures. 33: 77-89. DOI: 10.1016/J.Engstruct.2010.09.020 |
0.485 |
|
| 2010 |
Wigle VR, Fahnestock LA. Buckling-restrained braced frame connection performance Journal of Constructional Steel Research. 66: 65-74. DOI: 10.1016/J.Jcsr.2009.07.014 |
0.469 |
|
| 2009 |
Andrews BM, Fahnestock LA, Song J. Ductility capacity models for buckling-restrained braces Journal of Constructional Steel Research. 65: 1712-1720. DOI: 10.1016/J.Jcsr.2009.02.007 |
0.444 |
|
| 2009 |
Andrews BM, Song J, Fahnestock LA. Assessment of buckling-restrained braced frame reliability using an experimental limit-state model and stochastic dynamic analysis Earthquake Engineering and Engineering Vibration. 8: 373-385. DOI: 10.1007/S11803-009-9013-8 |
0.478 |
|
| 2007 |
Fahnestock LA, Ricles JM, Sause R. Experimental evaluation of a large-scale buckling-restrained braced frame Journal of Structural Engineering. 133: 1205-1214. DOI: 10.1061/(Asce)0733-9445(2007)133:9(1205) |
0.659 |
|
| 2007 |
Fahnestock LA, Sause R, Ricles JM. Seismic response and performance of buckling-restrained braced frames Journal of Structural Engineering. 133: 1195-1204. DOI: 10.1061/(Asce)0733-9445(2007)133:9(1195) |
0.679 |
|
| 2003 |
Fahnestock LA, Sause R, Ricles JM, Lu LW. Ductility demands on buckling-restrained braced frames under earthquake loading Earthquake Engineering and Engineering Vibration. 2: 255-268. DOI: 10.1007/S11803-003-0009-5 |
0.681 |
|
| 2001 |
Sause R, Fahnestock LA. Strength and Ductility of HPS-100W I-Girders in Negative Flexure Journal of Bridge Engineering. 6: 316-323. DOI: 10.1061/(Asce)1084-0702(2001)6:5(316) |
0.657 |
|
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