A5100700789- Structural Load-Bearing Analysis
- Structural Behavior of Reinforced Concrete
- Recycled Aggregate Concrete Performance
- Geotechnical Engineering and Underground Structures
- Asphalt Pavement Performance Evaluation
- Rock Mechanics and Modeling
- Dam Engineering and Safety
- Structural Response to Dynamic Loads
- Soil, Finite Element Methods
- Magnetic Bearings and Levitation Dynamics
- Geophysical Methods and Applications
- Tribology and Lubrication Engineering
- Vibration and Dynamic Analysis
- Seismic Waves and Analysis
- Engineering Structural Analysis Methods
- Mechanical Behavior of Composites
- Numerical methods in engineering
- Innovative concrete reinforcement materials
- Mechanical stress and fatigue analysis
- Infrastructure Maintenance and Monitoring
- Landslides and related hazards
- Structural Integrity and Reliability Analysis
- Concrete and Cement Materials Research
- High-Velocity Impact and Material Behavior
- Fire effects on concrete materials
National Yang Ming Chiao Tung University
2024
Xi'an University of Technology
2013-2024
Xi'an University of Architecture and Technology
2016-2019
Shenyang Agricultural University
2006
Shenyang University
2006
This paper simulates the hysteretic behavior of steel reinforced recycled concrete (SRRC) columns under cyclic loads using OpenSees software. The effective fiber model and displacement-based beam-column element in is applied to each SRRC columns. Concrete01 material for aggregate (RAC) Steel02 proposed perform numerical simulation constitutive models RAC, profile rebars were assigned element. Based on modelling method, analytical are established. It shows that calculated hysteresis loops...
Current dynamic response analyses of arch dams under an oblique incidence seismic waves have overlooked the effects canyon contraction deformation. This study investigated influence incident direction and angle on comprehensive displacements, as well damage, conditions. When SV are obliquely along river direction, peak displacements dam crest crown beam increase with increasing contraction. The displacement reaches its maximum when is 0°, indicating that wave vertical most unfavourable mode...
Low cyclic loading tests are conducted on the steel reinforced recycled concrete (SRRC) column-steel (S) beam composite frame joints. This research aims to evaluate earthquake damage performance of joints by performing eight specimens. The experimental failure process and modes, load-displacement hysteresis curves, characteristic loads displacements, ductility presented analyzed, which shows that demonstrate good seismic performance. On basis this finding, is examined using maximum...
In this paper, cyclic loading tests on composite frame inner joints of steel-reinforced recycled concrete (SRRC) column.steel beam were conducted. The main objective the test was to obtain shear behavior and analyze strength joints. design parameters in coarse aggregate (RCA) replacement percentage axial compression ratio. failure process, modes, hysteresis curves strain characteristics obtained, influences have been also analysed detail. Results show that modes area are typical failure....
This paper presents a finite element model which can simulate the axial compression behavior of steel reinforced recycled concrete (SRRC) filled square tube columns using ABAQUS software. The analytical was established by selecting reasonable nonlinear analysis theory and constitutive relationship material in columns. failure modes, deformation characteristics, stress nephogram, load-strain curves under loads performed detail. Meanwhile, influences coarse aggregate (RCA) replacement...
Fibre reinforced plastic (FRP) composite has been widely used in engineering due to its light weight, high strength, and corrosion resistance. Joint behaviour is important structural design. This research investigated the ultimate tensile compressive bearing capacities of bonding joints Φ200 mm x 10 steel casing. By conducting full-scale tests, load-displacement curve strain distribution an FRP casing were analysed, capacity, stiffness, failure mode obtained. The showed that under axial...