- Building Energy and Comfort Optimization
- Wind and Air Flow Studies
- Energy Load and Power Forecasting
- Refrigeration and Air Conditioning Technologies
- Urban Heat Island Mitigation
- Structural Response to Dynamic Loads
- BIM and Construction Integration
- Structural Behavior of Reinforced Concrete
- Additive Manufacturing and 3D Printing Technologies
- Infection Control and Ventilation
- High-Velocity Impact and Material Behavior
- Geotechnical Engineering and Underground Structures
- Solar Energy Systems and Technologies
- Structural Load-Bearing Analysis
- Innovations in Concrete and Construction Materials
- E-commerce and Technology Innovations
- Air Quality Monitoring and Forecasting
- Railway Systems and Energy Efficiency
- Advanced Computing and Algorithms
- Adsorption and Cooling Systems
- Sleep and Work-Related Fatigue
- Tree Root and Stability Studies
- Thermal Radiation and Cooling Technologies
- Remote Sensing and LiDAR Applications
- 3D Surveying and Cultural Heritage
Fuzhou University
2024
Dalian Jiaotong University
2024
China Three Gorges University
2023-2024
Hunan University
2019-2022
PowerChina (China)
2021-2022
Tongji University
2021
Jianghan University
2021
Northwestern Polytechnical University
2021
North University of China
2020
The spiral tunnel could flexibly design the curvature and slope of according to geological structure, avoiding adverse effect complex terrain topography, had a strong advantage in engineering applications. Different from ordinary straight linear tunnels, tunnels have circular trend with obvious slope, which ensures certain differences between construction ventilation two types especially terms air flow field pollutant diffusion. Relying on actual project, this paper studies diffusion...
Pile composite foundation (PCF) supporting anchorage foundations and immersed tube is subjected to significant vertical lateral loads, where the PCF design often controlled by displacement of head. Therefore, behavior loaded an important issue concerned engineers, but no published guidance can be referred. An semi-analytical method adopted predict behaviors, reduction factor t-th row fp(t) group efficiency fg are induced account for effects. The system decomposed into fictitious piles...
In this paper, an accumulative factor was defined to quantify the effect caused by heat storage building envelopes in heating, ventilating, and air-conditioning (HVAC) systems. This calculated using a novel model that developed harmonic reaction method, balance coefficient. Furthermore, simulations EnergyPlus experiments for three case walls (Wall E1, Wall E2, E3) were conducted under different outdoor conditions determine verify new model. The results show can effectively evaluate effect:...
The geomagnetic sensor system needs to meet the low power consumption and high real-time requirements of single-chip microcomputer, which may cause vehicle flow detection algorithm be insensitive high-frequency signals with small mean value changes. Slow vehicles, end-to-end vehicles large-scale are also prone false detections other issues. This paper studies method based on waveform, is perform filtering collected signal dynamically adjust threshold, calculate magnetic field strength its...
The bonding behaviors of the plate‐concrete interface a composite structure consisting concrete block in middle and two cement plates at both sides play key role its overall mechanical performance. In this paper, authors conduct 3 groups push‐out shear tests on total 39 samples to assess influence FRP plates, strength, ribs installed plate interfacial relative bond‐slip, strain, failure modes is recorded analyzed. results show that (1) strength bond‐slip performance are largely improved if...
We established a finite element model simulating the interlayer bonding conditions of asphalt pavement. Thirty-five values friction coefficients from zero to 500 were used as input parameters analyze conditions' influence on different layers' shear stress distribution. analyzed factors affecting and examined orthogonal design variance analysis those factors' effect stress. The result shows that significantly change distribution in value coefficient 1 0 cannot represent full partial bonding....