A5108145566- Hydraulic and Pneumatic Systems
- Seismic Performance and Analysis
- Structural Health Monitoring Techniques
- Real-time simulation and control systems
- Probabilistic and Robust Engineering Design
- Vibration and Dynamic Analysis
- Fault Detection and Control Systems
- Infrastructure Maintenance and Monitoring
- Geotechnical Engineering and Underground Structures
- Iterative Learning Control Systems
- Structural Engineering and Vibration Analysis
- Structural Behavior of Reinforced Concrete
- Vibration Control and Rheological Fluids
- Structural Response to Dynamic Loads
- Fire Detection and Safety Systems
- Evacuation and Crowd Dynamics
- Fire dynamics and safety research
- Rock Mechanics and Modeling
- Wind and Air Flow Studies
- Advanced Multi-Objective Optimization Algorithms
- Reliability and Maintenance Optimization
- Concrete Corrosion and Durability
- High-Velocity Impact and Material Behavior
- Railway Engineering and Dynamics
- Control Systems and Identification
Southeast University
2016-2025
Jining Normal University
2024
Northeastern University
2024
Université Savoie Mont Blanc
2024
San Francisco State University
2024
Xi'an University of Science and Technology
2023
Anyang Normal University
2015
Chongqing Jiaotong University
2011
Chenguang Research Institute of Chemical Industry
2003
Assessment is made for welded joints in orthotropic steel decks based on monitored field data from the Runyang Bridge by making use of Palmgren–Miner rule and S–N curves. In contrast to previous strategies, interactive behavior fatigue damage, ambient temperature, traffic flow are considered. The results indicate that long-span suspension bridge sensitive temperature changes, damage accumulation influenced addition growth. According equivalent index statistical processing flow, contribution...
Real-time hybrid simulation provides an economical and efficient experimental technique for performance evaluation of structures under earthquakes. A successful real-time requires accurate actuator control in order to achieve reliable results. The time delay as a result servohydraulic dynamics, if not compensated properly, would lead inaccurate or even unstable However, the nonlinearities systems substructures make difficult accurately estimate practice. Therefore, presents challenge...
Shake-table tests, subjected to mainshock–aftershock sequences, were conducted on a 1/3-scaled 3-story steel frame equipped with self-centering viscous-hysteretic devices (SC-VHDs) and its primary investigate the effect of aftershock seismic performance. It was found that SC-VHD can effectively reduce 30%–50% peak drift 50%–80% residual drift, respectively. Additionally, drifts under sequences more than those mainshock-only while basically same. A numerical simulation method for further...
Most regional seismic damage assessment (RSDA) methods are based on the rigid-base assumption to ensure evaluating efficiency, while these practices introduce factual errors due neglecting soil–structure interaction (SSI). Predicting influence of SSI responses regionwide structure portfolios remains a challenging undertaking, as it requires developing numerous high-fidelity, integrated models capture dynamic interplay and uncertainties in structures, foundations, supporting soils. This study...
This article presents the seismic fragility analysis of a self-centering steel moment-resisting frame (SC-MRF) with web friction devices. A detailed numerical model SC was developed using Open System for Earthquake Engineering Simulation (OpenSees) and elastoplastic responses SC-MRF were studied, including strength degradation under cyclic loading, tendon rupture, beam buckling, bolt bearing loss, etc. The proposed simulation approach is validated by comparing simulated results those in...