A5078561392- Seismic Performance and Analysis
- Structural Health Monitoring Techniques
- Railway Engineering and Dynamics
- Structural Engineering and Vibration Analysis
- Geotechnical Engineering and Underground Structures
- Masonry and Concrete Structural Analysis
- Seismic and Structural Analysis of Tall Buildings
- Structural Load-Bearing Analysis
- Food composition and properties
- Vibration Control and Rheological Fluids
- Infrastructure Maintenance and Monitoring
- Nanoparticle-Based Drug Delivery
- Chalcogenide Semiconductor Thin Films
- Traffic Prediction and Management Techniques
- Nanoplatforms for cancer theranostics
- Copper-based nanomaterials and applications
- Fluid Dynamics and Vibration Analysis
- Structural Response to Dynamic Loads
- Proteins in Food Systems
- Natural Language Processing Techniques
- Seismology and Earthquake Studies
- Vibration and Dynamic Analysis
- Quantum Dots Synthesis And Properties
- Transportation Planning and Optimization
- Topic Modeling
China Agricultural University
2024-2025
The University of Melbourne
2019-2024
Central South University
2016-2024
Guizhou University
2024
University of Houston
2022
Ministry of Education of the People's Republic of China
2022
Beijing Jiaotong University
2020
Xiangya Hospital Central South University
2019
Shenyang University of Chemical Technology
2014
Beijing Seismological Bureau
2002
Seismic loads pose a potential threat to the high-speed railway bridges in China, which have been rapidly developing recent years, especially for those subjected near-fault earthquakes. The previous researches on usually concern far-field earthquake, and damage of bridge–track system earthquake has not well studied. In this article, seven-span simply supported is selected explore seismic features under excitation possesses characteristics obvious velocity pulse high-frequency vibration....
Traffic flow prediction is of significant importance in traffic planning. Currently, data are primarily collected through loop detectors. However, factors such as road conditions can affect the accuracy these data. To address this issue, paper proposes a method based on decomposition and machine learning. The improved complete ensemble empirical mode with adaptive noise (ICEEMDAN) decomposes sequence into multiple intrinsic functions (IMFs). complexity each IMF calculated using sample...
A pH-responsive dissociable mesoporous silica-based cluster with efficient dual-drug co-delivery for combinational cancer therapy, tumor accumulation <italic>via</italic> its large size-favored EPR effect and rapid clearance by acid-triggered dissociation.
China Railway Track System II (CRTS II) slab ballastless track structure is one of commonly adopted systems on the high-speed railway bridge, which has been found seismically vulnerable under strong earthquakes. To investigate earthquake-induced damage mechanism CRTS structure, a nonlinear numerical model typical 7-span simply supported bridge–track system was established by finite element software OpenSees and well calibrated test data relative literatures. The time history analysis...
CRTS-II slab ballastless track on bridge is a unique system in China high speed railway. The application of longitudinal continuous has obviously changed dynamic characteristics structure. and form complex nonlinear system. To investigate the seismic response railway (HSR) simply supported bridge-track system, models three-span with piers different height are established. By analysis, it found that shear alveolar more prone to be damaged than components, such as piers, girders bearings....
Currently, it is a challenge to effectively assess the seismic performance of high‐speed railway bridge line. To figure out, this paper discussed applicability Pushover analysis in fragility bridge. As piers are core components resist earthquakes, typical line consisting 22 was established by finite element software OpenSees. The influences different pier height and sites on pies were investigated. From component level, evaluated analysis. results show that responses agreeable with those...
The drift demand of plan-asymmetric buildings in low seismicity regions was studied by employing Incremental Dynamic Analysis to track the influence torsion. A stepped increase (3D/2D) ratio observed as limit yield surpassed. This amplification phenomenon, which is typically muted with high, or moderate, ductility has not been reported research literature on building responses high seismic conditions. However, undesirable torsion-induced cannot be ignored limited ductile are particularly...