已发表成果:
WOK 论文 37 篇;中文核心 5 篇;专利发明 1 个;
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
Assessment on seismic fragility of bridge structural systems by optimized vine Copulas
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"
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
Integration of locating baseline-free nonlinear elements and identifying model-free nonlinear restoring forces in structures
Identification of Wind Loads on Structures Based on Modal Kalman Filter with Unknown Inputs
Structural Damage Localization under Unknown Seismic Excitation Based on Mahalanobis Squared Distance of Strain Transmissibility Function
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
Structural Damage Identification Using a Modified Directional Bat Algorithm
Damage detection of bridge structures under unknown seismic excitations using support vector machine based on transmissibility function and wavelet packet energy
Identification of model-free hysteretic forces of magnetorheological dampers embedded in buildings under unknown excitations using incomplete structural responses
Simulation of nonstationary wind in one-spatial dimension with time-varying coherence by wavenumber-frequency spectrum and application to transmission line
A Novel Sensor Prototype with Enhanced and Adaptive Sensitivity Based on Negative Stiffness Mechanism
Detecting structural damage under unknown seismic excitation by deep convolutional neural network with wavelet-based transmissibility data
Seismic damage identification for bridges based on transmissibility function and support vector machine
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
Identifying nonlinear characteristics of model-free MR dampers in structures with partial response data
Probabilistic damage detection of structures with uncertainties under unknown excitations based on Parametric Kalman filter with unknown Input
Data fusion based EKF-UI for real-time simultaneous identification of structural systems and unknown external inputs
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
Improved Kalman filter with unknown inputs based on data fusion of partial acceleration and displacement measurements
A Two-stage Parametric Identification of Strong Nonlinear Structural Systems with Incomplete Response Measurements
Locating and identifying model-free structural nonlinearities and systems using incomplete measured structural responses
A two stage parametric identification of strong nonlinear structural systems with incomplete response measurements
An On-line Integration Technique for Structural Damage Detection and Active Optimal Vibration Control
A Bioinspired Tilt Sensor Model with Adaptive Gain and Enhanced Sensitivity
Mechanism of bio-inspired ultrasensitive low frequency sensor with mechanics analysis
Mechanism of a hair cell bioinspired sensor with ultrasensitivity to weak and low frequency vibration signals
A two stage damage detection method with application to the phrase I ASCE SHM benchmark building
Detection of local damage in large size structures based on substructure and distributed computing strategy
基于小波包和传递比的桥梁结构在未知地震作用下的损伤识别
厦门大学学报(自然科学版),0438-0479,2022-01-11.基于小波包和传递比函数的桥梁结构在未知地震作用下的损伤识别
厦门大学学报(自然科学版),0438-0479,2022-01-11.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.长期荷载下核心柱的变形和应力重分布
工业建筑,1000-8993,2011.钢网架螺栓球节点用高强螺栓的缺口效应分析
厦门大学学报(自然科学版),0438-0479,2005-11-30.