Journal articles
- Kwong NS and Chopra AK. (2019). “Selecting and scaling three components of ground motions for intensity-based assessments at far-field sites." (submitted for review)
- Kwong NS and Chopra AK. (2018). “Determining bi-directional ground motions for nonlinear response history analysis of buildings at far-field sites." Earthquake Spectra, 34(4), 1931-1954.
- Kwong NS and Chopra AK. (2017). “A Generalized Conditional Mean Spectrum and its application for intensity-based assessments of seismic demands." Earthquake Spectra, 33(1), 123-143.
- Kwong NS and Chopra AK. (2015). “Evaluation of the Exact Conditional Spectrum and Generalized Conditional Intensity Measure methods for ground motion selection.” Earthquake Engineering and Structural Dynamics, 45(5), 757-777; DOI: 10.1002/eqe.2683.
- Kwong NS, Chopra AK, McGuire RK. (2015). “A ground motion selection procedure for enforcing hazard consistency and estimating seismic demand hazard curves.” Earthquake Engineering and Structural Dynamics, 44(14), 2467–2487; DOI: 10.1002/eqe.2593.
- Kwong NS, Chopra AK, McGuire RK. (2015). “Evaluation of Ground Motion Selection and Modification Procedures using Synthetic Ground Motions.” Earthquake Engineering and Structural Dynamics, 44(11), 1841–1861; DOI: 10.1002/eqe.2558.
- Kwong NS, Chopra AK, McGuire RK. (2014). “Authors’ Reply to Discussion by Brendon A. Bradley of ‘A Framework for the Evaluation of Ground Motion Selection and Modification Procedures’.” Earthquake Engineering and Structural Dynamics, 44(5), 823–828; DOI: 10.1002/eqe.2545.
- Kwong NS, Chopra AK, McGuire RK. (2014). “A Framework for the Evaluation of Ground Motion Selection and Modification Procedures.” Earthquake Engineering and Structural Dynamics, 44(5), 795–815; DOI: 10.1002/eqe.2502.
- Kalkan, E. and Kwong, N. (2013). “Pros and Cons of Rotating Ground Motion Records to Fault-Normal/Parallel Directions for Response History Analysis of Buildings.” ASCE Journal of Structural Engineering, 140(3), 04013062.
- Kalkan, E. and Kwong, N. (2012). “Assessment of Modal-Pushover-Based Scaling Procedure for Nonlinear Response History Analysis of Ordinary Standard Bridges.” ASCE Journal of Bridge Engineering, 17(2), 272–288.
