A5100440798- Structural Load-Bearing Analysis
- Structural Behavior of Reinforced Concrete
- Structural Engineering and Vibration Analysis
- Seismic Performance and Analysis
- Structural Response to Dynamic Loads
- Structural Analysis and Optimization
- Mechanical stress and fatigue analysis
- Fatigue and fracture mechanics
- Fire effects on concrete materials
- High-Velocity Impact and Material Behavior
- Structural Analysis of Composite Materials
- Dental materials and restorations
- Concrete Corrosion and Durability
- Dental Implant Techniques and Outcomes
- Architecture and Computational Design
- Recycled Aggregate Concrete Performance
- Space exploration and regulation
- GDF15 and Related Biomarkers
- Corrosion Behavior and Inhibition
- Advanced Welding Techniques Analysis
- Macrophage Migration Inhibitory Factor
- Acute Myeloid Leukemia Research
- Seismic and Structural Analysis of Tall Buildings
- Drilling and Well Engineering
- Nuclear Receptors and Signaling
Xi'an University of Architecture and Technology
2011-2023
Southwest Jiaotong University
2023
China Shipbuilding Industry Corporation (China)
2019-2023
First People's Hospital of Jingzhou
2015-2020
Yangzhou University
2020
China Academy of Building Research
2001
To study the seismic performance of box-plate steel structure system, two three-storey single space stress-bearing unit test pieces have been designed and fabricated according to 1 : 3 reduced scale. In addition, quasi-static loading has performed on where destruction process, destroy mode, bearing capacity, hysteretic behavior, etc., studied impact reinforcing measures with a corner or not mainly analyzed. The results show that modular under low cyclic effect starts buckling ends wallboard...
The Zhanjiang Bay Laboratory R&D Building project aims to create a favorable working, research, and living environment. Zone II of the is equipped with large-span, heavy-load transfer truss obtain large space on ground floor. overall structure adopts steel frame-core tube system. In order reduce deflection truss, eight diagonal pull rods are installed between core tube. Q235 cross-shaped replacement section can consume construction load energy. Adopting methods stress damage caused by...
The R&D Building of Zhanjiang Bay Laboratory is a high-rise structure with multiple irregular items exceeding the specification limit, employing steel frame-shear wall structural system. outer frame consists square tube concrete columns and solid-web beams, while core shear uses double plate composite wall. This paper employs architectural calculation software YJK-EP to perform dynamic elastic-plastic time-history analysis under rare earthquake action. bending resistance at maximum force...
The box-plate steel structure residence is a box with stiffened plates directly used as load-bearing walls and floors. In practical engineering, due to the functional requirements of building, it necessary open door or window openings on walls. To study seismic performance system, two three-story single-compartment structures modular units were designed fabricated according 1:3 reduced scale. Through quasi-static loading test, numerical simulation, theoretical analysis, failure process,...
In this paper, load-carrying and deformation capacity of tension lap splices that have both welds bolts acting in the same shear plane are studied using numerical method. The failure criterion given based on finite element calculation compared with existing experiment results, it shows established model is correct reliable. strength longitudinal bearing high-strength before slipping can be fully used combined joints, fail almost simultaneously. connections less uniform than its’ welded...
The dynamic loads acting on concrete-filled steel tubular members under axial impacts by rigid bodies were studied herein FEM. whole impact process was simulated and the time history of load obtained. effects eight factors studied; these speed, mass ratio, pressure slenderness concrete strength, position, boundary conditions. Besides this, creep also considered changing material parameters concrete. results show that changes with as a triangle. peak value increases resistance improves growth...
This study examines innovative box-plate prefabricated steel structures, where stiffened plates serve as primary load-bearing walls and floors. In contrast to traditional plate walls, which typically exhibit significant hysteresis, pronounced out-of-plane deformation, rapid stiffness degradation, these advanced systems demonstrate superior performance. A pivotal feature of structures is the intensive use welding connect during assembly. introduces a novel composite wall, addressing concerns...
This paper elaborates the research on mechanical behavior of shoulder beam joint CFST column in China based experimental research, finite element analysis and theoretical calculation. Besides, this summarizes analyses design approaches column, which is instructive for further related studies applications. Finally, presents some existing problems occurred current researches column.