Li-Li Xie
- Determination of damage potential of seismic ground motion to underground structures at soft sites through experimental approach. Dans: Soil Dynamics and Earthquake Engineering, v. 171 (août 2023). (2023):
- Phase-velocity and intercept-time scanning (PIS) technique for extracting experimental dispersion characteristics of surface waves. Dans: Soil Dynamics and Earthquake Engineering, v. 164 (janvier 2023). (2023):
- Seismic response of nonstructural components considering the near-fault pulse-like ground motions. Dans: Earthquakes and Structures, v. 10, n. 5 (mai 2016). (2016):
- Seismic analyses of a RCC building under mainshock–aftershock seismic sequences. Dans: Soil Dynamics and Earthquake Engineering, v. 74 (juillet 2015). (2015):
- The damage investigation of inelastic SDOF structure under the mainshock–aftershock sequence-type ground motions. Dans: Soil Dynamics and Earthquake Engineering, v. 59 (avril 2014). (2014):
- Damage spectra for the mainshock–aftershock sequence-type ground motions. Dans: Soil Dynamics and Earthquake Engineering, v. 45 (février 2013). (2013):
- A Probabilistic Methodology to Determine Elastic Acceleration Response Spectra for Pulse-Type Records through Multi-Resolution Analyses. Dans: Journal of Earthquake Engineering, v. 20, n. 1 ( 2016). (2016):
- Note on the earthquake in West Yunnan, China. Dans: Earthquake Engineering and Structural Dynamics, v. 18, n. 3 (avril 1989). (1989):
- Evaluation of Displacement-Based, Force-Based and Plastic Hinge Elements for Structural Non-Linear Static Analysis. Dans: Advances in Structural Engineering, v. 15, n. 3 (mars 2012). (2012):
- The Modification of Strength Reduction Factors for MDOF Effect. Dans: Advances in Structural Engineering, v. 9, n. 4 (août 2006). (2006):
- A new approach of selecting real input ground motions for seismic design: The most unfavourable real seismic design ground motions. Dans: Earthquake Engineering and Structural Dynamics, v. 36, n. 8 (10 juillet 2007). (2007):
- Inelastic displacement ratios for design of structures with constant damage performance. Dans: Engineering Structures, v. 52 (juillet 2013). (2013):
- Constant damage inelastic displacement ratios for the near-fault pulse-like ground motions. Dans: Engineering Structures, v. 59 (février 2014). (2014):
- The ductility-based strength reduction factor for the mainshock–aftershock sequence-type ground motions. Dans: Bulletin of Earthquake Engineering, v. 13, n. 10 (avril 2015). (2015):