已发表成果:
WOK 论文 174 篇;中文核心 27 篇;其它论文 5 篇;专利发明 1 个;
In-situ detection of cable MR damper failures using cable substructure vibration displacements under unknown wind loads
Structural damage detection based on structural macro-strain mode shapes extracted from non-stationary output responses
Drive-By Identification of Joint Bridge Damage and Surface Roughness Based on Sensitivity Analysis of Residual Contact Point Deflections
In-situ identification of cable MR damper failure based on cable vibration displacements under unknown wind loads
Identification of full-field wind loads on buildings using a mechanism-inspired recursive convolutional neural network with partial structural responses
Baseline-free damage localization of structures under unknown seismic excitations based on strain transmissibility and wavelet transform of strain mode
An unscented Kalman filter under unknown input without direct feedthrough for joint input and system identification of structural systems
An adaptive generalized extended Kalman filter for real-time identification of structural systems, state and input based on sparse measurement
Stochastic Optimization of Electromagnetic Inertial Mass Dampers in Nonlinear Hybrid Base Isolation Systems Under Seismic Excitations
Real-Time Integration of Identification and Semiactive Optimization Control for Mass Damper-Building Combined Systems under Known/Unknown Seismic Excitations
Simulation combined transfer learning model for missing data recovery of nonstationary wind speed
Physics-enhanced machine learning-based optimization of tuned mass damper parameters for seismically-excited buildings
Identification of Distributed Dynamic Loads in Gradually Varying Two Spatial Dimensions Based on Discrete Cosine Transform and Kalman Filter with Unknown Inputs
Closure to "Simultaneous Assessment of Damage and Unknown Input for Large Structural Systems by UKF-UI"
A Smoothing EKF-UI-WDF Method for Simultaneous Identification of Structural Systems and Unknown Seismic Inputs without Direct Feedthrough
A refinement network embedded with attention mechanism for computer vision based post-earthquake inspections of railway viaduct
Two-step online identification of in-service cable-inertial mass damper systems under nonstationary wind excitations
Data-driven identification of structural damage under unknown seismic excitations using the energy integrals of strain signals transformed from transmissibility functions
Identification of statistical moments of moving loads on bridge structures with spatial random fields
Drive-by bridge damage detection based on wavelet analysis of residual contact response of a moving vehicle
Integration of locating baseline-free nonlinear elements and identifying model-free nonlinear restoring forces in structures
A generalized extended Kalman particle filter with unknown input for nonlinear system-input identification under non-Gaussian measurement noises
Identification of gradually varying physical parameters based on discrete cosine transform using partial measurements
Identification of structural systems and excitations using vision-based displacement measurements and substructure approach
Parallel Substructure Identification of Linear and Nonlinear Structures Using Only Partial Output Measurements
Identification of Wind Loads on Structures Based on Modal Kalman Filter with Unknown Inputs
A Joint State-Parameter Identification Algorithm of a Structure with Non-Diagonal Mass Matrix Based on UKF with Unknown Mass
A substructural and wavelet multiresolution approach for identifying time-varying physical parameters by partial measurements
Structural Damage Localization under Unknown Seismic Excitation Based on Mahalanobis Squared Distance of Strain Transmissibility Function
Study on the Wind Environment and Pollution Diffusion of Building Group Based on LES Staggered Joint Arrangement
Efficient Moment-Independent Sensitivity Analysis of Uncertainties in Seismic Demand of Bridges Based on a Novel Four-Point-Estimate Method
Simultaneous Assessment of Damage and Unknown Input for Large Structural Systems by UKF-UI
A turning point prediction method of stock price based on RVFL-GMDH and chaotic time series analysis
Identification of time-varying nonlinear structural physical parameters by integrated WMA and UKF/UKF-UI
Identifying Distributed Dynamic Loading in One Spatial Dimension Based on Combing Wavelet Decomposition and Kalman Filter with Unknown Input
State-Input System Identification of Tall Buildings under Unknown Seismic Excitations Based on Modal Kalman Filter with Unknown Input
Structural Damage Identification Using a Modified Directional Bat Algorithm
Data Anomaly Detection of Bridge Structures Using Convolutional Neural Network Based on Structural Vibration Signals
Effective simulation of stochastic fluctuating wind field of transmission tower-line system based on interpolation and dimension reduction method
Identification of joint structural state and earthquake input based on a generalized Kalman filter with unknown input
Damage detection of bridge structures under unknown seismic excitations using support vector machine based on transmissibility function and wavelet packet energy
Structural Damage Diagnosis Based on the Temporal Moment of Partially Measured Structural Responses
Efficient simulation of wind fields based on the factorization of wavenumber-frequency joint spectrum
Identification of model-free hysteretic forces of magnetorheological dampers embedded in buildings under unknown excitations using incomplete structural responses
ISHMII SHM CODE Level I: Data Analysis, Structural Condition Identification, Performance Evaluation and SHM System Maintenance
BIM based cyber-physical systems for intelligent disaster prevention
A general synthesis of identification and vibration control of building structures under unknown excitations
Preface: Special Issue on Advances in Damage Diagnosis and Dynamic Behaviour Analysis of Complex Structures
Simulation of nonstationary wind in one-spatial dimension with time-varying coherence by wavenumber-frequency spectrum and application to transmission line
Numerical simulation of unsteady galloping of two-dimensional iced transmission line with comparison to conventional quasi-steady analysis
The nonlinear galloping of iced transmission conductor under uniform and turbulence wind
Special Issue on Advances in Damage Diagnosis and Dynamic Behaviour Analysis of Complex Structures Preface
A Novel Sensor Prototype with Enhanced and Adaptive Sensitivity Based on Negative Stiffness Mechanism
Simultaneous identification of structural time-varying physical parameters and unknown excitations using partial measurements
Identification of time-varying systems with partial acceleration measurements by synthesis of wavelet decomposition and Kalman filter
Performance monitoring, evaluation, and improvement of structural vibration mitigation or isolation systems
Generalized algorithms for the identification of seismic ground excitations to building structures based on generalized Kalman filtering under unknown input
Integration of identification and vibration control of time-varying structures subject to unknown seismic ground excitation
Synthesize identification and control for smart structures with time-varying parameters under unknown earthquake excitation
Identification of structural element mass and stiffness changes using partial acceleration responses of chain-like systems under ambient excitations
Detecting structural damage under unknown seismic excitation by deep convolutional neural network with wavelet-based transmissibility data
A novel unscented Kalman filter for recursive state-input-system identification of nonlinear systems
A novel unscented Kalman filter with unknown input
Data fusion based multi-rate Kalman filtering with unknown input for on-line estimation of dynamic displacements
Experimental validation of the proposed extended Kalman filter with unknown inputs algorithm based on data fusion
Identification of the nonlinear characteristics of rubber bearings in model-free base-isolated buildings using partial measurements of seismic responses
Identifying nonlinear characteristics of model-free MR dampers in structures with partial response data
Identification of time-varying structural parameters by integrated wavelet multiresolution analysis and kalman filtering with partial measurements
Identifying nonlinear characteristics of model-free MR dampers in structures with partial response data
Synthesis of Cross-Correlation Functions of Partial Responses and the Extended Kalman Filter Approach for Structural Damage Detection under Ambient Excitations
Identification of time-varying structural parameters with partial measurements by synthesis of wavelet multi-resolution analysis and kalman filter
Multi-rate data fusion based kalman filtering with unknown input for online estimation of dynamic displacements
On-line integration of structural identification/damage detection and structural reliability evaluation of stochastic building structures
Special Issue on Structural Monitoring for Probabilistic Damage Assessment and Performance Prediction Preface
Probabilistic damage detection of structures with uncertainties under unknown excitations based on Parametric Kalman filter with unknown Input
Special Issue on Structural Monitoring for Probabilistic Damage Assessment and Performance Prediction
Probabilistic structural damage detection approaches based on structural dynamic response moments
Structural monitoring techniques for the largest excavation section subsea tunnel: Xiamen Xiang'an subsea tunnel
Identification of model-free structural nonlinear restoring forces using partial measurements of structural responses
Real-time simultaneous identification of structural systems and unknown inputs without collocated acceleration measurements based on MEKF-UI
Nonparametric identification for model-free structural nonlinearities and systems using partial measured structural responses
Data fusion based EKF-UI for real-time simultaneous identification of structural systems and unknown external inputs
Special issue on Non-conventional sensing techniques for civil infrastructure system monitoring
Special issue on Non-conventional sensing techniques for civil infrastructure system monitoring Preface
Data fusion based improved Kalman filter with unknown inputs and without collocated acceleration measurements
A Computationally Efficient Algorithm for Real-Time Tracking the Abrupt Stiffness Degradations of Structural Elements
Probability analysis of structure damage identification including system uncertainty
Improved Kalman filter with unknown inputs based on data fusion of partial acceleration and displacement measurements
Data fusion based EKF-UI for real-time simultaneous identification of structural systems and unknown external inputs
Structural monitoring techniques for Xiamen Xiang'an subsea tunnel
A Two-stage Parametric Identification of Strong Nonlinear Structural Systems with Incomplete Response Measurements
Moving-window extended Kalman filter for structural damage detection with unknown process and measurement noises
Experimental study on the time-dependentbehavior of short steel-reinforced concrete columns under sustained axial loading
Detection and parametric identification of structural nonlinear restoring forces from partial measurements of structural responses
An algorithm based on two-step Kalman filter for intelligent structural damage detection
Preface:Special Issue on Structural Damage Detectionand Lifecycle Performance Assessment
Locating and identifying model-free structural nonlinearities and systems using incomplete measured structural responses
A two-stage and two-step algorithm for the identification of structural damage and unknown excitations: Numerical and experimental studies
Preface
Monitoring steel corrosion in reinforced concretes in the Xiamen Xiang'an subsea tunnel
A two stage parametric identification of strong nonlinear structural systems with incomplete response measurements
A computationally compact algorithm for real-time detection of abrupt structural stiffness degradations
Identification of flexible buildings with bending deformation and the unmeasured earthquake ground motion
A computationally compact algorithm for real-time detection of abrupt structural stiffness degradations
On-line structural damage detection based on limited response observations
Damage detection of long-span bridges using stress influence lines incorporated control charts
Damage identification of frame structures with joint damage under earthquake excitation
Experimental Study on Impact-Induced Damage Detection Using an Improved Extended Kalman Filter
An On-line Integration Technique for Structural Damage Detection and Active Optimal Vibration Control
Identification of multistory shear buildings under unknown earthquake excitation using partial output measurements: numerical and experimental studies
Numerical simulation of the characteristics of typhoon wind-field in Xiamen region
A Bioinspired Tilt Sensor Model with Adaptive Gain and Enhanced Sensitivity
Identification of tall shear buildings under unknown seismic excitation with limited output measurements
Model-free identification for nonlinear properties of rubber-bearings in base-isolated buildings
Identification of the nonlinear properties of rubber-bearings in base-isolated buildings with limited seismic response data
Damage detection of beam-column joints in frame structures under seismic excitation based on extended Kalman filter
Nonlinear stochastic optimal control for seismically excited 20-story steel structure benchmark model
Review of physical based monitoring techniques for condition assessment of corrosion in reinforced concrete
A Probabilistic Damage Identification Approach for Structures under Unknown Excitation and with Measurement Uncertainties
A decentralized structural control algorithm with application to the benchmark control problem for seismically excited buildings
Integration of decentralized structural control and the identification of unknown inputs for tall shear building models under unknown earthquake excitation
Mechanism of bio-inspired ultrasensitive low frequency sensor with mechanics analysis
Non-destructive test of the steel bar by using piezoceramics sheets
Substructure based structural damage detection with limited input and output measurements
Mechanism of a hair cell bioinspired sensor with ultrasensitivity to weak and low frequency vibration signals
Nondestructive Evaluation of Historic Hakka Rammed Earth Structures
Update the finite element model of Canton Tower based on direct matrix updating with incomplete modal data
Identification of non-linear structural parameters under limited input and output measurements
Update the finite element model of Canton Tower based on direct matrix updating with incomplete modal data
Structural damage detection technique with limited input and output measurement signals
A decentralized vibration control algorithm for large-scale engineering structures
A damage detection algorithm based on substructures for large size structures under limited measurements
Structural damage detection with limited input and output measurement signals
Structural damage detection of a shear building under unknown earthquake excitation with limited observations of absolute acceleration reponses
A Decentralized Control Algorithm for Large-Scale Building Structures
Feasibility of Output-Only Modal Identification Using Wireless Sensor Network: A Quantitative Field Experimental Study
Wireless sensor network for on-line structural health monitoring
Identification of nonlinear parameters of rubber-bearing in base-isolated building
Intelligent monitoring of multistory buildings under unknown earthquake excitation by a wireless sensor network
A two-step Kalman estimation approach for the identification of nonlinear structural parameters
Structural damage detection method based on correlation function analysis of vibration measurement data
Application of the EKE and LSE-UI Based Substructure Approach for Damage Detection with Limited Output Measurements
Identification of Nonlinear Structural Parameters under Unmeasured Excitation
A Two-Stage Kalman Estimation Approach for the Identification of Nonlinear Structural Parameters
A New Decentralized Control Approach for the Benchmark Problem
The Modal Identification of Structure Using Distributed ERA and EFDD Methods
A Two-Stage Kalman Estimation Approach for the Identification of Large Size Structural Parameters
A Two-Stage Kalman Estimation Approach to Identify Parameters of a Nonlinear Elastic Structure
A Technique Based on Kalman Filter and Least Square Estimation for Time Domain Structural Damage Detection
System Identification of High-Rise Building under Unknown Seismic Excitation with Limited Output Measurements
Non-parametric identification of structural nonlinearity with limited input and output measurements
Structural damage detection with cross correlation function of vibration observations
A two-stage Kalman estimation approach for the identification of structural parameters under unknown inputs
A technique for autonomous structural damage detection with smart wireless sensor network
A two stage damage detection method with application to the phrase I ASCE SHM benchmark building
Intelligent sensors with application to identify the steel cable forces
A new decentralized control approach with application to the ASCE benchmark control problem under earthquake excitation
A substructure approach for damage detection of large size structures under limited input and output measurements
RETRACTED ARTICLE:Earthquake Emergency Management System in Middle-Sized City of China
Haircell-inspired capacitive accelerometer with both high sensitivity and broad dynamic range
Measuring corrosion of steels in concrete via fiber Bragg grating sensors - Lab experimental test and in-field application
Detection of local damage in complex nonlinear structures based on substructural approach
Detection of local damage in large size structures based on substructure and distributed computing strategy
A new type of intelligent wireless sensing network for health monitoring of large-size structures
Application of wireless sensing system for the Wuyuan steel arch bridge
Application of wireless monitoring system for the ambient vibration study of the Wuyuan steel arch bridge
Intelligent sensors with application to the identification of structural modal parameters and steel cable forces
Element level structural damage detection with unknown excitation
Element level structural damage detection with limited observations and with unknown inputs
Study on damage identification of high-rise buildings
A time series-based structural damage detection and localization algorithm with implementation in wireless sensing units
Computation of natural frequencies and mode shapes of arch dams as an inverse problem
Fatigue crack growth in degrading elastic components of nonlinear structural systems under random loading
A stochastic approach to fatigue crack growth in elastic structural components under random loading
台风“苏迪罗”行进过程中沿海近地实测风场特性研究
振动与冲击,1000-3835,2024-06-15.基于阵列风速仪实测的台风“苏迪罗”近地风场空间相关性研究
厦门大学学报(自然科学版),0438-0479,2024-05-28.基于未知风荷载作用下拉索振动位移的拉索MR阻尼器失效破坏的原位识别方法
土木工程学报,1000-131X,2023-05-24.考虑结构质量未知的非链式结构系统识别方法
厦门大学学报(自然科学版),0438-0479,2022-07-15.人体热羽流作用下室内人员暴露风险影响研究
环境科学与技术,1003-6504,2022-03-15.基于插值与降维方法的输电塔线体系随机脉动风场有效模拟
振动与冲击,1000-3835,2021-05-15.结构健康监测若干方法与技术研究进展综述
厦门大学学报(自然科学版),0438-0479,2021-04-15.基于部分观测剪切框架结构绝对响应量的地震激励的广义识别方法
厦门大学学报(自然科学版),0438-0479,2020-07-23.结构减隔震控制系统性能监测、评估与提升
工程力学,1000-4750,2020-01-25.未知激励下的无迹卡尔曼滤波新方法
工程力学,1000-4750,2019-06-12.钢筋混凝土梁表面多裂缝扩展的试验研究
厦门大学学报(自然科学版),0438-0479,2016-07-28.考虑不确定性的结构损伤概率分析
工程力学,1000-4750,2016-06-25.厦门翔安海底隧道钢筋腐蚀监测技术
工程力学,1000-4750,2016-05-25.钢骨混凝土短柱在长期轴向荷载作用下的试验研究
工程力学,1000-4750,2015-08-25.剪切框架在未知地震作用下的识别方法及试验验证
厦门大学学报(自然科学版),0438-0479,2014-11-28.有限观测下的结构损伤实时在线诊断
振动与冲击,1000-3835,2014-09-15.厦门地区台风风场特性的数值模拟
工程力学,1000-4750,2014-01-25.结构中基底橡胶隔震支座非线性特性的无模型识别
振动与冲击,1000-3835,2013-10-28.地震激励下20层钢结构基准模型的非线性随机最优控制
振动工程学报,1004-4523,2013-02-15.一种适用于大型工程结构的分散振动控制方法
振动工程学报,1004-4523,2012.有限观测绝对加速度响应下剪切框架在未知地震作用下损伤诊断
振动与冲击,1000-3835,2012.部分观测下基于子结构的大型结构损伤诊断法
工程力学,1000-4750,2012.基于ZigBee的无线传感器网络的自愈功能
厦门大学学报(自然科学版),0438-0479,2012.输入输出信息有限观测下的结构损伤诊断
振动.测试与诊断,1004-6801,2012.基于随机振动响应互相关函数的结构损伤识别试验分析
振动与冲击,1000-3835,2011.基于ASCE SHM Benchmark模型的两阶段结构损伤识别方法
厦门大学学报(自然科学版),0438-0479,2011.基于YanMeng模型模拟台风的初步探索
厦门大学学报(自然科学版) ,0438-0479,2009.基于结构随机场的桥梁移动荷载统计矩识别
振动工程学报,,2021-11-09.行人对人行桥三分力系数的影响
华侨大学学报(自然科学版),1000-5013,2021-09-20.基于BIM+3DGIS的城市基础设施物理信息融合智能化管理研究
智能建筑与智慧城市,2096-1405,2020-03-25.结构减隔震控制系统性能监测、评估与提升
第28届全国结构工程学术会议论文集(第Ⅰ册),,2019-10-18.基于桥梁结构健康监测的无线传感系统自愈性研究
中国新通信,1673-4866,2010.