A5081457894- Seismic Performance and Analysis
- Structural Load-Bearing Analysis
- Structural Behavior of Reinforced Concrete
- Structural Engineering and Vibration Analysis
- Geotechnical Engineering and Underground Structures
- Railway Engineering and Dynamics
- Magnetic Properties and Synthesis of Ferrites
- Structural Response to Dynamic Loads
- Concrete Corrosion and Durability
- Masonry and Concrete Structural Analysis
- Electromagnetic wave absorption materials
- Magnetic Properties of Alloys
- Structural Health Monitoring Techniques
- Structural Analysis and Optimization
- Military Defense Systems Analysis
- Fire effects on concrete materials
- Metallic Glasses and Amorphous Alloys
- Vibration and Dynamic Analysis
- Advancements in Battery Materials
- Polymer Nanocomposites and Properties
- Advanced Decision-Making Techniques
- Glass properties and applications
- Multiferroics and related materials
- Mechanical stress and fatigue analysis
- Smart Materials for Construction
Central South University
2019-2024
Xi'an University of Architecture and Technology
2023
Second Military Medical University
2016-2019
Changhai Hospital
2016-2019
Zhejiang University of Technology
2009-2018
Northwestern Polytechnical University
2018
Chang'an University
2017-2018
Southeast University
2016-2018
Ministry of Education
2018
Jangan University
2013-2014
To assess the seismic failure risk of post electrical equipment, an assessment method considering different sorts uncertainty equipment was proposed. The aleatory and epistemic uncertainties were considered in assessment, parameters hazard function sites fitted. investigate effects supporting structure on fragility case studies ultra-high-voltage gas insulated switchgear bushings mounted two frames conducted. results indicated that both maximum tensile stress bushing displacement should be...
The removal of As(III), As(V), Hg(II), and Pb(II) by virgin Fe(III) impregnated activated carbons (FeAC) was investigated. Iron-oxide impregnation increased the pHzpc carbon from 7.5 to about 8.2–8.7 but did not alter surface area or pore volume. amount acid base needed reach a given pH following impregnation, indicating that FeAC more active than its non-impregnated counterpart. Metal function with increasing for Hg(II) decreasing As(V). As(III) strong below = 5, maximum at ≈ 7, then...
To study the temperature distribution in China Railway Track System Type II ballastless slab track on a high-speed railway (HSR) bridge, 1:4 scaled specimen of simply-supported concrete box girder bridge with was constructed laboratory. Through rapid, extreme high test winter and conventional summer, laws HSR were studied, vertical transverse trend suggested for track. Firstly, results showed that difference all nonlinear three stages. Secondly, quadratic parabolic form, gradient bottom base...
After an earthquake, a track-bridge system may suffer damage and residual deformation, posing threat for trains passing over bridge. However, since railway transportation is important channel disaster relief, the timely passage of great significance materials personnel. In past, subjective experience-based judgments were made on whether train can pass earthquake-damaged bridge, no relevant numerical calculations carried out. Therefore, strategy evaluation performance when existing bridges...
To develop the cold-formed steel (CFS) building from low-rise to mid-rise, this paper proposes a new type of CFS composite shear wall system. The continuous placed concrete-filled tube (CFRST) column is used as end stud, and CFS-ALC casing concrete floor In order predict seismic behavior structural system, simplified analytical model proposed in paper, which includes following. (1) A build-up section with “new material” infilled CFRST columns; parameters are determined by equivalent...