A5101937909- Structural Load-Bearing Analysis
- Structural Engineering and Vibration Analysis
- Structural Behavior of Reinforced Concrete
- Innovative concrete reinforcement materials
- High-Velocity Impact and Material Behavior
- Fire effects on concrete materials
- Composite Structure Analysis and Optimization
- Seismic Performance and Analysis
- Structural Response to Dynamic Loads
- Soil, Finite Element Methods
- Vibration and Dynamic Analysis
- Civil and Geotechnical Engineering Research
- Numerical methods in engineering
- Geomechanics and Mining Engineering
- Concrete and Cement Materials Research
- Structural Analysis and Optimization
- Advanced ceramic materials synthesis
- Advanced Numerical Methods in Computational Mathematics
- Cancer-related gene regulation
- Structural Health Monitoring Techniques
- Pancreatic and Hepatic Oncology Research
- 14-3-3 protein interactions
- Building Energy and Comfort Optimization
- Seismic and Structural Analysis of Tall Buildings
- Evaluation Methods in Various Fields
Harbin Institute of Technology
2011-2025
Harbin University of Science and Technology
2017-2025
Kunming Medical University
2024
Nanning Normal University
2023
Anhui Medical University
2015-2023
China University of Petroleum, East China
2023
Wuxi People's Hospital
2022
Second Affiliated Hospital of Nanjing Medical University
2022
Weatherford College
2022
Beihang University
2021
Linezolid containing regimens have been proposed as potentially valuable alternatives for the treatment of patients with multidrug-resistant tuberculosis (MDR-TB) or extensively drug-resistant TB (XDR-TB).A systematic review and meta-analysis was conducted to assess efficacy, safety tolerability linezolid (DR-TB) treatment. We searched Cochrane Controlled Trial Registry, PubMed, Embase, Science Citation Index Expanded (SCI) China National Knowledge Infrastructure (CNKI), database up May 2014...
Reactive powder concrete (RPC) is widely used in ultra-high-rise buildings, hydropower stations, bridges, and other important infrastructures. To study the dynamic response damage characteristics of RPC columns frames considering coupled fire explosions, an analytical model with explosions was established by using ABAQUS (2021) finite element software. The degree under were investigated to reveal influence laws parameters such as cross-section size, axial compression ratio, reinforcement...
A new model for the free transverse vibration of axially functionally graded (FG) tapered Euler-Bernoulli beams is developed through spline finite point method (SFPM) by investigating effects variation cross-sectional and material properties along longitudinal directions. In proposed method, beam discretized with a set uniformly scattered nodes axis instead meshes, displacement field approximated particularly constructed cubic B-spline interpolation functions good adaptability various...
Reactive power concrete (RPC) possesses high compressive strength, toughness, and durability, it is increasingly being used in important buildings. The column an load-bearing member of a building, its failure under blast loading results building collapse. Based on these attributes, the dynamic response degree damage to RPC are critical assessing performance. Due lack methods, progress study relatively slow. In order solve issues, studied based equivalent single-degree-of-freedom method P-I...
Reactive powder concrete-filled steel tube (RPC-FST) is a critical supporting component of large-span, high-rise, and heavy-load structures. The collapse RPC-FST may occur under explosive load. Therefore, investigation the dynamic response essential for understanding mechanisms collapse. In this article, numerical simulation reactive concrete (RPC) adopted modified Holmquist–Johnson–Cook (HJC) model Karagozian Case (K&C) model. columns load analyzed based on arbitrary Lagrange–Euler...
In order to investigate the dynamic splitting tensile strength of reactive powder concrete (RPC) under high strain rates, split Hopkinson pressure bar experiments are conducted on hybrid-fiber-reinforced (2% steel fiber and 0·2% polypropylene fiber) RPC. The results show that RPC increases with an increase in nominal rate from 100 350 s −1 . increasing factor (SDIF) is lower than ordinary same compressive strength. This mainly because compactness higher normal concrete. Further, considering...