| Experimental and analytical study of the bi‐directional behavior of the triple friction pendulum isolator TC Becker, SA Mahin Earthquake Engineering & Structural Dynamics 41 (3), 355-373, 2012 | 182 | 2012 |
| Full‐scale shaking table test of a base‐isolated medical facility subjected to vertical motions S Furukawa, E Sato, Y Shi, T Becker, M Nakashima Earthquake Engineering & Structural Dynamics 42 (13), 1931-1949, 2013 | 129 | 2013 |
| Failure of double friction pendulum bearings under pulse‐type motions Y Bao, TC Becker, H Hamaguchi Earthquake Engineering & Structural Dynamics 46 (5), 715-732, 2017 | 83 | 2017 |
| Extreme behavior in a triple friction pendulum isolated frame TC Becker, Y Bao, SA Mahin Earthquake Engineering & Structural Dynamics 46 (15), 2683-2698, 2017 | 76 | 2017 |
| Application of isolation to high-rise buildings: a Japanese design case study through a US design code lens TC Becker, S Yamamoto, H Hamaguchi, M Higashino, M Nakashima Earthquake Spectra 31 (3), 1451-1470, 2015 | 50 | 2015 |
| Inelastic response of base-isolated structures subjected to impact Y Bao, TC Becker Engineering Structures 171, 86-93, 2018 | 42 | 2018 |
| Hybrid shake table testing method: Theory, implementation and application to midlevel isolation AH Schellenberg, TC Becker, SA Mahin Structural Control and Health Monitoring 24 (5), e1915, 2017 | 42 | 2017 |
| Approximating peak responses in seismically isolated buildings using generalized modal analysis TC Becker, SA Mahin Earthquake engineering & structural dynamics 42 (12), 1807-1825, 2013 | 34 | 2013 |
| Design optimization of triple friction pendulums for high-rise buildings considering both seismic and wind loads Y Xu, TC Becker, T Guo Soil Dynamics and Earthquake Engineering 142, 106568, 2021 | 33 | 2021 |
| Three-dimensional double friction pendulum bearing model including uplift and impact behavior: Formulation and numerical example Y Bao, T Becker Engineering Structures 199, 109579, 2019 | 32 | 2019 |
| LQR control with frequency‐dependent scheduled gain for a semi‐active floor isolation system Y Shi, TC Becker, S Furukawa, E Sato, M Nakashima Earthquake Engineering & Structural Dynamics 43 (9), 1265-1284, 2014 | 32 | 2014 |
| Effect of design methodology on collapse of friction pendulum isolated moment-resisting and concentrically braced frames Y Bao, TC Becker Journal of Structural Engineering 144 (11), 04018203, 2018 | 31 | 2018 |
| To limit forces or displacements: collapse study of steel frames isolated by sliding bearings with and without restraining rims Y Bao, TC Becker, T Sone, H Hamaguchi Soil Dynamics and Earthquake Engineering 112, 203-214, 2018 | 31 | 2018 |
| Experimental study of the effect of restraining rim design on the extreme behavior of pendulum sliding bearings Y Bao, TC Becker, T Sone, H Hamaguchi Earthquake Engineering & Structural Dynamics 47 (4), 906-924, 2018 | 30 | 2018 |
| Advanced modeling of the performance of structures supported on triple friction pendulum bearings TC Becker University of California, Berkeley, 2011 | 29 | 2011 |
| Evaluating adaptive vertical seismic isolation for equipment in nuclear power plants M Najafijozani, TC Becker, D Konstantinidis Nuclear Engineering and Design 358, 110399, 2020 | 26 | 2020 |
| Correct treatment of rotation of sliding surfaces in a kinematic model of the triple friction pendulum bearing TC Becker, SA Mahin Earthquake engineering & structural dynamics 42 (2), 311-317, 2013 | 25 | 2013 |
| Effect of support rotation on triple friction pendulum bearing behavior TC Becker, SA Mahin Earthquake engineering & structural dynamics 42 (12), 1731-1748, 2013 | 22 | 2013 |
| Experimental investigation of elastomeric isolation bearings with flexible supporting columns AP Crowder, TC Becker Journal of Structural Engineering 143 (7), 04017057, 2017 | 21 | 2017 |
| Performance of unscented Kalman filter for model updating with experimental data M Cheng, TC Becker Earthquake Engineering & Structural Dynamics 50 (7), 1948-1966, 2021 | 19 | 2021 |
