A5102850496- Structural Load-Bearing Analysis
- Structural Behavior of Reinforced Concrete
- Structural Engineering and Vibration Analysis
- Concrete Corrosion and Durability
- Mechanical stress and fatigue analysis
- Civil and Geotechnical Engineering Research
- Vibration and Dynamic Analysis
- Structural Analysis and Optimization
- Geotechnical Engineering and Underground Structures
- Asphalt Pavement Performance Evaluation
- Structural Response to Dynamic Loads
- Fire effects on concrete materials
- Smart Materials for Construction
- Innovative concrete reinforcement materials
- Infrastructure Maintenance and Monitoring
- Landslides and related hazards
- Metal Forming Simulation Techniques
- Engineering Applied Research
- Seismic Performance and Analysis
- Geotechnical Engineering and Analysis
- Engineering Structural Analysis Methods
- Soil, Finite Element Methods
- Rock Mechanics and Modeling
- Evaluation Methods in Various Fields
- Composite Structure Analysis and Optimization
Northeastern University
2006-2024
Jilin Jianzhu University
2024
Jilin University
2024
Shenyang University
2011
Planta
2010
Liaoning University
2009
In order to effectively prevent the occurrence of risky accidents during bridge construction, this study proposes a construction risk assessment method based on variable weight theory and cloud model theory. Firstly, fishbone diagram was used identify factors in constructing index system. Secondly, according theory, comment each established by using forward generator. Finally, factor weights were quantified intuitionistic fuzzy analytic hierarchy process (IFAHP). Combined with zoning...
Shear connectors connect the precast interior walls to cast-in-place exterior in a stacked shear wall, and interface is weak side of structure. Based on converted section characteristic method, deformation increment control differential equation composite wall was established. calculation formula under different loads given, influence load, slip stiffness temperature calculated analyzed. The results show that parabolic loading form has greatest effect deformation. As increased by 6 times,...
A new way of anti-rutting was put forward by improving modulus asphalt concrete and the effect high (HMAT) on rutting studied in view mechanics. Starting from mechanism rutting, mechanical property HMAT middle layer were analyzed. The dynamic stability HMAC analyzed test, pavement structure response numerical calculation. result show that (1) increase help to against rutting; (2) maximum shear stress occurs according calculation, can raise elastic layer. also improve state structure, reduce...
A steel-concrete-steel sandwich panel with prestressed reinforcement was developed, named steel-concrete–steel panel. Nine specimens where the loading mode, top steel plate thickness, spacing of connectors and arrangement were varied experimentally tested to explore failure ultimate strength, ductility deflection structure. The results show that prestressing enhanced strength Finite element analysis predictions consistent test in terms crack characteristics, load-displacement curve strength....
Steel tube slab (STS) components were adopted to construct a subway station in Shenyang Metro, whose load-carrying capacity has significant impact on the whole project. Based flexural experiment of six simply supported STS specimens under four-point bending, this paper investigated failure process and crack development specimens, obtained load-deflection curves. The effects spacing between tubes, concrete compressive strength transverse connecting modes tubes studied. numerical simulation...