Chunxiang Li 
- (2024): Mechanical behavior and fiber reinforcing mechanism of high-toughness recycled aggregate concrete under high strain-rate impact loads. In: Construction and Building Materials, v. 437 (July 2024).
- (2024): Pendulum-type tuned tandem mass dampers-inerters for crosswind response control of super-tall buildings. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 247 (April 2024).
- (2023): Seismic resilient design of rocking tall bridge piers using inerter-based systems. In: Engineering Structures, v. 281 (April 2023).
- (2022): Rate sensitivity analysis of structural behaviors of recycled aggregate concrete frame. In: Journal of Building Engineering, v. 45 (January 2022).
- (2022): A quasi-tuned-mass-damper design concept for mitigating the dynamic displacement demand of tall piers. In: Soil Dynamics and Earthquake Engineering, v. 155 (April 2022).
- (2022): Seismic performance assessment of base-isolated tall pier bridges using friction pendulum bearings achieving resilient design. In: Structures, v. 38 (April 2022).
- (2022): Investigation of five different low-cost locally available isolation layer materials used in sliding base isolation systems. In: Soil Dynamics and Earthquake Engineering, v. 154 (March 2022).
- (2021): Nonstationary wind speed data reconstruction based on secondary correction of statistical characteristics. In: Structural Control and Health Monitoring, v. 28, n. 9 (3 August 2021).
- (2021): Performance of a nonlinear hybrid base isolation system under the ground motions. In: Soil Dynamics and Earthquake Engineering, v. 143 (April 2021).
- (2009): Performance and parametric study of active multiple tuned mass dampers for asymmetric structures under ground acceleration. In: Journal of Mechanics of Materials and Structures, v. 4, n. 3 (May 2009).
- (2021): Influence of higher-order modes of slender tall pier bridge columns on the seismic performance of pile foundations. In: Soil Dynamics and Earthquake Engineering, v. 142 (March 2021).
- (2021): Seismic assessment of tall pier bridges with double-column bents retrofitted with buckling restrained braces subjected to near-fault motions. In: Engineering Structures, v. 226 (January 2021).
- (2020): Simplified-Boost Reinforced Model-Based Complex Wind Signal Forecasting. In: Advances in Civil Engineering, v. 2020 (January 2020).
- (2020): Kriging based sequence interpolation and probability distribution correction for gaussian wind field data reconstruction. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 205 (October 2020).
- (2020): Seismic assessment of earthquake‐resilient tall pier bridges using rocking foundation retrofitted with various energy dissipation devices. In: Structural Control and Health Monitoring, v. 27, n. 11 (4 October 2020).
- (2020): Seismic performance of tall pier bridges retrofitted with lead rubber bearings and rocking foundation. In: Engineering Structures, v. 212 (June 2020).
- (2020): Isolation mechanism of a subway station structure with flexible devices at column ends obtained in shaking-table tests. In: Tunnelling and Underground Space Technology, v. 98 (April 2020).
- (2012): Simulation of Non-Gaussian Stochastic Process with Target Power Spectral Density and Lower-Order Moments. In: Journal of Engineering Mechanics (ASCE), v. 138, n. 5 (May 2012).
- (2003): Spline Semidiscretization Analysis for Orthotropic Plates and Shells. In: Journal of Engineering Mechanics (ASCE), v. 129, n. 1 (January 2003).
- (2006): Performance of Dual-layer Multiple Tuned Mass Dampers for Structures Under Ground Excitations. In: International Journal of Structural Stability and Dynamics, v. 6, n. 4 (December 2006).
- (2018): Non-Gaussian non-stationary wind pressure forecasting based on the improved empirical wavelet transform. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 179 (August 2018).
- (2006): Seismic response of controlled structures with active multiple tuned mass dampers. In: Earthquake Engineering and Engineering Vibration, v. 5, n. 2 (December 2006).
- (2017): Performance of tuned tandem mass dampers for structures under the ground acceleration. In: Structural Control and Health Monitoring, v. 24, n. 10 (October 2017).
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(2000): Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration. In: Earthquake Engineering and Structural Dynamics, v. 29, n. 9 (September 2000).
https://doi.org/10.1002/1096-9845(200009)29:9<1405::aid-eqe976>3.0.co;2-4
- (2002): Optimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMF. In: Earthquake Engineering and Structural Dynamics, v. 31, n. 4 (April 2002).
- (2002): Optimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMF. In: Earthquake Engineering and Structural Dynamics, v. 31, n. 4 (April 2002).
- (2003): Optimum multiple tuned mass dampers for structures under the ground acceleration based on the uniform distribution of system parameters. In: Earthquake Engineering and Structural Dynamics, v. 32, n. 5 (25 April 2003).
- (2003): Multiple active-passive tuned mass dampers for structures under the ground acceleration. In: Earthquake Engineering and Structural Dynamics, v. 32, n. 6 (May 2003).
- (2006): Optimum properties of multiple tuned mass dampers for reduction of translational and torsional response of structures subject to ground acceleration. In: Engineering Structures, v. 28, n. 4 (March 2006).
- (2007): Investigation of response of systems with active multiple tuned mass dampers. In: Structural Control and Health Monitoring, v. 14, n. 8 (December 2007).
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