| Predicting the displacement of triple pendulum™ bearings in a full‐scale shaking experiment using a three‐dimensional element ND Dao, KL Ryan, E Sato, T Sasaki Earthquake engineering & structural dynamics 42 (11), 1677-1695, 2013 | 140 | 2013 |
| Comparative response assessment of minimally compliant low‐rise conventional and base‐isolated steel frames E Erduran, ND Dao, KL Ryan Earthquake Engineering & Structural Dynamics 40 (10), 1123-1141, 2011 | 85 | 2011 |
| Prediction of seismic drift responses of planar steel moment frames using artificial neural network and extreme gradient boosting HD Nguyen, ND Dao, M Shin Engineering Structures 242, 112518, 2021 | 78 | 2021 |
| Influence of vertical ground shaking on horizontal response of seismically isolated buildings with friction bearings KL Ryan, ND Dao Journal of Structural Engineering 142 (1), 04015089, 2016 | 57 | 2016 |
| Machine learning-based prediction for maximum displacement of seismic isolation systems HD Nguyen, ND Dao, M Shin Journal of Building Engineering 51, 104251, 2022 | 43 | 2022 |
| Evaluation of assumptions used in engineering practice to model buildings isolated with triple pendulum isolators in SAP2000 AP Giammona, KL Ryan, ND Dao Earthquake Spectra 31 (2), 637-660, 2015 | 42 | 2015 |
| Seismic response of a full-scale 5-story steel frame building isolated by triple pendulum bearings under 3D excitations ND Dao | 37 | 2012 |
| Aspects of isolation device behavior observed from full-scale testing of an isolated building at E-Defense KL Ryan, ND Dao, E Sato, T Sasaki, T Okazaki 20th Analysis and Computation Specialty Conference, 25-36, 2012 | 33 | 2012 |
| Machine learning models for predicting maximum displacement of triple pendulum isolation systems NV Nguyen, HD Nguyen, ND Dao Structures 36, 404-415, 2022 | 32 | 2022 |
| Computational simulation of a full-scale, fixed-base, and isolated-base steel moment frame building tested at E-defense ND Dao, KL Ryan Journal of Structural Engineering 140 (8), A4014005, 2014 | 27 | 2014 |
| A new statistical equation for predicting nonlinear time history displacement of seismic isolation systems ND Dao, H Nguyen-Van, THA Nguyen, AB Chung Structures 24, 177-190, 2020 | 24 | 2020 |
| NEES/E-defense base-isolation tests: interaction of horizontal and vertical response KL Ryan, ND Dao, E Sato, T Sasaki, T Okazaki 15th World Conference on Earthquake Engineering, September, 24-28, 2012 | 21 | 2012 |
| Evaluating simplified models in predicting global seismic responses of a shake table–test building isolated by triple friction pendulum bearings ND Dao, KL Ryan, H Nguyen‐Van Earthquake Engineering & Structural Dynamics 48 (6), 594-610, 2019 | 18 | 2019 |
| Large scale earthquake simulation of a hybrid lead rubber isolation system designed with consideration of nuclear seismicity KL Ryan, CB Coria, ND Dao United States Nuclear Regulatory Commission, Office of Nuclear Regulatory …, 2015 | 18 | 2015 |
| Comparative life-cycle analysis of conventional and base-isolated theme buildings KL Ryan, PJ Sayani, ND Dao, E Abraik, YM Baez 9th US National & 10th Canadian Conference on Earthquake Engineering …, 2010 | 17 | 2010 |
| Seismic response of a full-scale steel frame building isolated with triple pendulum bearings under 3D excitation ND Dao, K Ryan Network for Earthquake Engineering Simulation (distributor), Dataset, DOI 10 …, 2012 | 16 | 2012 |
| Soil–structure interaction and vertical-horizontal coupling effects in buildings isolated by friction bearings ND Dao, KL Ryan Journal of Earthquake Engineering 26 (4), 2124-2147, 2022 | 14 | 2022 |
| Nonlinear static bending analysis of functionally graded plates using MISQ24 elements with drilling rotations H Nguyen-Van, HL Ton-That, T Chau-Dinh, ND Dao International Conference on Advances in Computational Mechanics, 461-475, 2017 | 14 | 2017 |
| Seismic Response of a Full-scale 5-story Steel Frame Building Isolated by Triple Pendulum Bearings under Three-Dimensional Excitations ND Dao University of Nevada, Reno, 2012 | 12 | 2012 |
| Full scale 5-story building with triple pendulum bearings at E-Defense K Ryan, E Sato, T Sasaki, T Okazaki, J Guzman, N Dao, S Soroushian, ... Network for Earthquake Engineering Simulation, 2013 | 10 | 2013 |
