A5100747455- Seismic Performance and Analysis
- Structural Engineering and Vibration Analysis
- Structural Behavior of Reinforced Concrete
- Masonry and Concrete Structural Analysis
- Structural Load-Bearing Analysis
- Vibration Control and Rheological Fluids
- Structural Response to Dynamic Loads
- Structural Health Monitoring Techniques
- Vibration and Dynamic Analysis
- Concrete Corrosion and Durability
- Geotechnical Engineering and Underground Structures
- Shape Memory Alloy Transformations
- Mechanical stress and fatigue analysis
- Wood Treatment and Properties
- Elasticity and Material Modeling
- Fatigue and fracture mechanics
- Seismic and Structural Analysis of Tall Buildings
- Structural Analysis and Optimization
- Civil and Geotechnical Engineering Research
- Seismic Waves and Analysis
- Wind and Air Flow Studies
- Infrastructure Resilience and Vulnerability Analysis
- Advanced Sensor and Control Systems
- Infrastructure Maintenance and Monitoring
- Fluid Dynamics and Vibration Analysis
Beijing University of Civil Engineering and Architecture
2016-2025
Southeast University
2015-2024
Hunan Normal University
2024
Beijing Advanced Sciences and Innovation Center
2020-2022
Southeast University
2005-2018
Government of Jiangsu Province
1999
Nanjing Institute of Technology
1996
Peking University
1994
A novel self-centering rotational joint (SCRJ) was proposed to replace the plastic hinge at beam end achieve a seismic resilient frame without diminishing structural usability. The quasi-static cyclic tests of SCRJs with different sets friction components and disc springs were conducted, results showing that precompressive force, stiffness compressive slope angle right helicoid surfaces can significantly affect hysteresis behavior. curve SCRJ demonstrates flag shape four characteristic...
This study aims to investigate the relationship between psychological resilience, thriving at work, and work performance among nurses, as well analyse mediating role of in resilience nurses. The findings are intended serve a reference for nursing managers design tailored intervention programs.
Abstract A damper device based on shape memory alloy (SMA) wires is developed for structural control implementation. The design procedures of the SMA are presented. As a case study, eight such dampers installed in frame structure to verify effectiveness devices. Experimental results show that vibration decay controlled much faster than uncontrolled frame. finite‐element method adopted conduct free and forced analysis experimental numerical illustrate very effective reducing response have...
In this paper, the Ogden model is employed to characterize hyperelastic properties of rubber, and on basis a pattern search algorithm Levenberg-Marquardt algorithm, professional method that can realize comprehensive fitting uniaxial tension, biaxial planar simple shear experimental data materials was developed. The experiment from Treloar (1944) fitted very well, determined parameters by using were proven correct practical in numerical verification ANSYS. Then, constitutive...