| Quantifying the influence of ground motion duration on structural collapse capacity using spectrally equivalent records R Chandramohan, JW Baker, GG Deierlein Earthquake Spectra 32 (2), 927-950, 2016 | 425 | 2016 |
| Impact of hazard‐consistent ground motion duration in structural collapse risk assessment R Chandramohan, JW Baker, GG Deierlein Earthquake Engineering & Structural Dynamics 45 (8), 1357-1379, 2016 | 113 | 2016 |
| Duration of earthquake ground motion: Influence on structural collapse risk and integration in design and assessment practice R Chandramohan Stanford University, 2016 | 59 | 2016 |
| Influence of ground motion spectral shape and duration on seismic collapse risk R Chandramohan, T Lin, JW Baker, GG Deierlein 10th International Conference on Urban Earthquake Engineering, 2013 | 50 | 2013 |
| Response of instrumented buildings under the 2016 Kaikoura earthquake. R Chandramohan, LM Wotherspoon, B Bradley, M Nayyerloo, SR Uma, ... New Zealand Society for Earthquake Engineering, 2017 | 42 | 2017 |
| A practice-oriented method for estimating elastic floor response spectra K Haymes, T Sullivan, R Chandramohan Bulletin of the New Zealand Society for Earthquake Engineering 53 (3), 116-136, 2020 | 29 | 2020 |
| Influence of ground motion duration on the dynamic deformation capacity of reinforced concrete frame structures V Bhanu, R Chandramohan, TJ Sullivan Earthquake Spectra 37 (4), 2622-2637, 2021 | 19 | 2021 |
| Influence of ground motion duration on the collapse response of bridge structures R Chandramohan, JW Baker, GG Deierlein 7th National Seismic Conference on Bridges and Highways, 2013 | 12 | 2013 |
| Accounting for the influence of ground motion response spectral shape and duration in the equivalent lateral force design procedure R Chandramohan, JW Baker, GG Deierlein US national conference on earthquake engineering, Los Angeles, CA, 2018 | 10 | 2018 |
| Site-specific adjustment framework for incremental dynamic analysis (SAF-IDA) K Zhong, R Chandramohan, JW Baker, GG Deierlein Earthquake Spectra 38 (3), 1893-1917, 2022 | 8 | 2022 |
| Investigating the influence of ground motion duration on the dynamic deformation capacity of reinforced concrete framed structures V Bhanu, R Chandramohan, TJ Sullivan | 7 | 2019 |
| Physical mechanisms underlying the influence of ground motion duration on structural collapse capacity R Chandramohan, JW Baker, GG Deierlein 16th World Conference on Earthquake Engineering, 2017 | 7 | 2017 |
| Duration of earthquake ground motion anticipated at sites in New Zealand R Chandramohan, N Horspool, B Bradley New Zealand Society for Earthquake Engineering Conference, 2018 | 4 | 2018 |
| Robust and efficient nonlinear structural analysis using the central difference time integration scheme R Chandramohan, JW Baker, GG Deierlein | 4 | 2017 |
| Hazard-consistent ground motion duration: Calculation procedure and impact on structural collapse risk R Chandramohan, JW Baker, GG Deierlein 10th U.S. National Conference on Earthquake Engineering, 2014 | 4 | 2014 |
| Influence of ground motion duration on the dynamic deformation capacity of steel frame buildings V Bhanu, R Chandramohan, TJ Sullivan 17th World Conference on Earthquake Engineering, 17WCEE, 2020 | 3 | 2020 |
| Developing Procedures for the Prediction of Floor Response Spectra K Haymes, T Sullivan, R Chandramohan | 3 | 2018 |
| Drift‐based risk‐oriented method for the explicit consideration of ground motion duration in seismic design V Bhanu, R Chandramohan, T Sullivan Earthquake Engineering & Structural Dynamics 52 (13), 4009-4025, 2023 | 2 | 2023 |
| Investigating the effect of stiffness on the seismic performance of RC structures L Pledger, S Pujol, R Chandramohan New Zealand Society for Earthquake Engineering, 2023 | 1 | 2023 |
| Modelling uncertainty induced by plastic hinge length in lumped-plasticity analysis of RC columns J Mou, M Tripathi, R Chandramohan, R Dhakal New Zealand Society for Earthquake Engineering, 2022 | 1 | 2022 |
Jack W BakerCivil and Environmental Engineering, Stanford University在 stanford.edu 的电子邮件经过验证
