Chunxiang Li

发表

Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration

Chunxiang Li, 2000 .

Estimating double tuned mass dampers for structures under ground acceleration using a novel optimum criterion

Chunxiang Li, Bilei Zhu, 2006 .

Investigation of five different low-cost locally available isolation layer materials used in sliding base isolation systems

Liyuan Cao, Chunxiang Li, Tayyaba Bibi, 2022, Soil Dynamics and Earthquake Engineering.

Enhanced hybrid active tuned mass dampers for structures

Liyuan Cao, Chunxiang Li, 2018 .

Seismic performance of tall pier bridges retrofitted with lead rubber bearings and rocking foundation

Chunxiang Li, Xu Chen, 2020, Engineering Structures.

Seismic assessment of earthquake‐resilient tall pier bridges using rocking foundation retrofitted with various energy dissipation devices

Chunxiang Li, Xu Chen, 2020, Structural Control and Health Monitoring.

Tuned tandem mass dampers‐inerters with broadband high effectiveness for structures under white noise base excitations

Liyuan Cao, Chunxiang Li, Liyuan Cao, 2019, Structural Control and Health Monitoring.

Active Multiple Tuned Mass Dampers: A New Control Strategy

Chunxiang Li, Yanxia Liu, Z. Wang, 2003 .

Performance and parametric study of active multiple tuned mass dampers for asymmetric structures under ground acceleration

Chunxiang Li, Jin-hua Li, Z. Yu, 2009 .

Estimating lever-type active multiple tuned mass dampers for structures under harmonic excitation

Chunxiang Li, B. Han, 2008 .

Investigation of response of systems with active multiple tuned mass dampers

Chunxiang Li, Bilei Zhu, 2007 .

Hysteresis and damping properties of steel and polypropylene fiber reinforced recycled aggregate concrete under uniaxial low-cycle loadings

Chunxiang Li, H. Wu, Changqing Wang, 2022, Construction and Building Materials.

Abnormal Effects of Temperature and Strain Rate on the Ductility of a Carbon Nanotubes Reinforced Al Alloy Composite

Chunxiang Li, B. Luan, Qing Liu, 2016 .

Seismic performance assessment of base-isolated tall pier bridges using friction pendulum bearings achieving resilient design

Chunxiang Li, Xu Chen, Peisong Wu, 2022, Structures.

Seismic assessment of tall pier bridges with double-column bents retrofitted with buckling restrained braces subjected to near-fault motions

Chunxiang Li, Xu Chen, 2021 .

Influence of higher-order modes of slender tall pier bridge columns on the seismic performance of pile foundations

Chunxiang Li, Xu Chen, N. Xiang, 2021, Soil Dynamics and Earthquake Engineering.

A quasi-tuned-mass-damper design concept for mitigating the dynamic displacement demand of tall piers

Chunxiang Li, Xu Chen, Hu Ding, 2022, Soil Dynamics and Earthquake Engineering.

Spline-Discretization-Based Free Vibration Analysis for Orthotropic Plates

S. W. Gong, Chunxiang Li, Lam Khin Yong, 2008 .

A high performance hybrid passive base‐isolated system

Liyuan Cao, Chunxiang Li, 2021, Structural Control and Health Monitoring.

Performance of a nonlinear hybrid base isolation system under the ground motions

Ke Chang, Liyuan Cao, Yu Huang, 2021 .

Flow-induced vibrations of four circular cylinders with square arrangement at low Reynolds numbers

Chunxiang Li, K. Kwok, Dai Zhou, 2015 .

Optimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMF

Chunxiang Li, Chunxiang Li, 2002 .

Hybrid active tuned mass dampers for structures under the ground acceleration

Chunxiang Li, Baoya Cao, Chunxiang Li, 2015 .

A framework for fast estimation of structural seismic responses using ensemble machine learning model

Chunxiang Li, Hai Li, Xu Chen, 2021 .

Rate sensitivity analysis of structural behaviors of recycled aggregate concrete frame

Chunxiang Li, Jianzhuang Xiao, Changqing Wang, 2022, Journal of Building Engineering.

Flow-induced vibration on a circular cylinder in planar shear flow

Chunxiang Li, Dai Zhou, Z. Han, 2014 .

Optimum multiple tuned mass dampers for structures under the ground acceleration based on the uniform distribution of system parameters

Chunxiang Li, Chunxiang Li, Yanxia Liu, 2003 .

Effectiveness of active multiple‐tuned mass dampers for asymmetric structures considering soil–structure interaction effects

Chunxiang Li, Chunxiang Li, 2012 .

An optimum design methodology of active tuned mass damper for asymmetric structures

Chunxiang Li, Yan Qu, Jinhua Li, 2010 .

Estimation of active multiple tuned mass dampers for asymmetric structures

Chunxiang Li, Chunxiang Li, Xueyu Xiong, 2008 .

Evaluation of the lever‐type active tuned mass damper for structures

Chunxiang Li, Chunxiang Li, 2004 .

Performance of tuned tandem mass dampers for structures under the ground acceleration

Chunxiang Li, Yunzhi Yang, Chunxiang Li, 2017 .

High performance active tuned mass damper inerter for structures under the ground acceleration

Liyuan Cao, Chunxiang Li, Liyuan Cao, 2019 .

Tuned tandem mass dampers-inerters for suppressing vortex-induced vibration of super-tall buildings

Liyuan Cao, Chunxiang Li, Han-Meng Pan, 2022, Engineering Structures.

Evaluation of multiple active lever-type tuned mass dampers for structures under ground acceleration

Chunxiang Li, Dai Zhou, Chunxiang Li, 2004 .

Performance of multiple tuned mass dampers-inerters for structures under harmonic ground acceleration

Liyuan Cao, Chunxiang Li, Xu Chen, 2020 .

FURTHER CHARACTERISTICS FOR MULTIPLE TUNED MASS DAMPERS

Chunxiang Li, Chunxiang Li, Yanxia Liu, 2002 .

Effect of dominant ground frequency and soil on multiple tuned mass dampers

Bingkang Han, Chunxiang Li, Chunxiang Li, 2011 .

GROUND MOTION DOMINANT FREQUENCY EFFECT ON THE DESIGN OF MULTIPLE TUNED MASS DAMPERS

Chunxiang Li, Chunxiang Li, Yanxia Liu, 2004 .

Optimum properties of multiple tuned mass dampers for reduction of translational and torsional response of structures subject to ground acceleration

Weilian Qu, Chunxiang Li, Chunxiang Li, 2006 .

Active tuned tandem mass dampers for seismic structures

Liyuan Cao, Chunxiang Li, 2019 .

Evaluation of elastically linked dashpot based active multiple tuned mass dampers for structures under ground acceleration

Chunxiang Li, Weilian Qu, Chunxiang Li, 2004 .

Seismic resilient design of rocking tall bridge piers using inerter-based systems

Chunxiang Li, D. De Domenico, Xu Chen, 2023, Engineering Structures.

EVALUATION OF THE LEVER-TYPE MULTIPLE TUNED MASS DAMPERS FOR MITIGATING HARMONICALLY FORCED VIBRATION

Chunxiang Li, Qiusheng Li, Chunxiang Li, 2005 .

Non-Stationary Wind Pressure Prediction Based on A Hybrid Decomposition Algorithm of Wavelet Packet Decomposition and Variational Mode Decomposition

Chunxiang Li, Mengya Jin, Chunxiang Li, 2018, IOP Conference Series: Earth and Environmental Science.

Data-driven simulation of multivariate nonstationary wind velocity with explicit introduction of the time-varying coherence functions

Liyuan Cao, Chunxiang Li, Ke Luo, 2022, Journal of Wind Engineering and Industrial Aerodynamics.

Characteristics of linearly distributed parameter‐based multiple‐tuned mass dampers

Chunxiang Li, Bingkang Han, Chunxiang Li, 2008 .

High-efficiency simulation of nonstationary wind velocity using diagonal POD of decomposed time-frequency interpolation node spectrum matrices

Chunxiang Li, Li Chen, Liyuan Cao, 2023, Journal of Wind Engineering and Industrial Aerodynamics.

Fast seismic response estimation of tall pier bridges based on deep learning techniques

Chunxiang Li, Xu Chen, Hai Li, 2022, Engineering Structures.