Lili Xie
- Vertical ground motion model for the NGA-West2 database using deep learning method. In: Soil Dynamics and Earthquake Engineering, v. 165 (February 2023). (2023):
- An unsupervised machine learning based ground motion selection method for computationally efficient estimation of seismic fragility. In: Earthquake Engineering and Structural Dynamics, v. 52, n. 8 (March 2023). (2023):
- Spectrum-matched ground motion selection method based on Siamese Convolutional Neural Networks. In: Soil Dynamics and Earthquake Engineering, v. 163 (December 2022). (2022):
- Seismic probabilistic capacity models and fragility estimates for the transversal lining section of circular tunnels. In: Journal of Earthquake Engineering, v. 27, n. 5 (February 2022). (2022):
- Study on inelastic displacement ratio spectra for near-fault pulse-type ground motions. In: Earthquake Engineering and Engineering Vibration, v. 6, n. 4 (December 2007). (2007):
- Site response in the Qionghai Basin in the Wenchuan earthquake. In: Earthquake Engineering and Engineering Vibration, v. 12, n. 2 (June 2013). (2013):
- Strong motion characteristics of the M w 6.6 Lushan earthquake, Sichuan, China — an insight into the spatial difference of a typical thrust fault earthquake. In: Earthquake Engineering and Engineering Vibration, v. 14, n. 2 (June 2015). (2015):
- A sophisticated simulation for the fracture behavior of concrete material using XFEM. In: Earthquake Engineering and Engineering Vibration, v. 16, n. 4 (October 2017). (2017):
- Study on Response Spectral Acceleration from the Great Wenchuan, China Earthquake of May 12, 2008. In: Journal of Earthquake Engineering, v. 14, n. 6 ( 2010). (2010):
- Selection of the Most Unfavorable Real Ground Motions for Low- and Mid-rise RC Frame Structures. In: Journal of Earthquake Engineering, v. 17, n. 8 ( 2013). (2013):
- Study on Low-Frequency Characterizations of Pulse-Type Ground Motions through Multi-Resolution Analysis. In: Journal of Earthquake Engineering, v. 20, n. 6 ( 2016). (2016):
- Shaking table test on the collapse process of a three-story reinforced concrete frame structure. In: Engineering Structures, v. 118 (July 2016). (2016):