A5100689667- Probabilistic and Robust Engineering Design
- Seismic Performance and Analysis
- Structural Health Monitoring Techniques
- Structural Engineering and Vibration Analysis
- Wind and Air Flow Studies
- Composite Structure Analysis and Optimization
- Structural Response to Dynamic Loads
- Topology Optimization in Engineering
- Geotechnical Engineering and Underground Structures
- Chaos control and synchronization
- Advanced Multi-Objective Optimization Algorithms
- Advanced Numerical Analysis Techniques
- Vibration and Dynamic Analysis
- Structural Load-Bearing Analysis
- Fatigue and fracture mechanics
- Concrete Corrosion and Durability
- Structural Behavior of Reinforced Concrete
- Photonic and Optical Devices
- Electric and Hybrid Vehicle Technologies
- Railway Engineering and Dynamics
- Hydraulic and Pneumatic Systems
- Adaptive Control of Nonlinear Systems
- Real-time simulation and control systems
- Laser-Matter Interactions and Applications
- Advanced Combustion Engine Technologies
Chengdu University of Traditional Chinese Medicine
2025
Xi'an Shiyou University
2025
Shenyang University of Technology
2020-2025
Gansu University of Traditional Chinese Medicine
2025
Dalian University of Technology
2015-2024
Xi'an University of Technology
2018-2024
University of Science and Technology Liaoning
2023-2024
Changchun University of Science and Technology
2023-2024
Chongqing Three Gorges University
2024
Jilin Province Science and Technology Department
2024
Summary The orientations of ground motions are paramount when the pulse‐like and their unfavorable seismic responses considered. This paper addresses stochastic modeling synthesizing near‐fault impulsive with forward directivity effect taking orientation strongest pulses into account. First, a statistical parametric analysis velocity time histories in pulse specified magnitude various fault distances is performed. A new model established consisting random parameters approach to synthesize...
Abstract A crack propagation criterion for a rock–concrete interface is employed to investigate the evolution of fracture process zone (FPZ) in composite beams under three‐point bending (TPB). According criterion, cracking initiates along when difference between mode I stress intensity factor at tip caused by external loading and one cohesive acting on fictitious surfaces reaches initial toughness interface. From experimental results with various lengths but equal depths TPB, parameters are...
A novel approach for nonlinear stochastic dynamic analysis is proposed and illustrated with building structures subjected to mainshock–aftershock sequences. First, a seismic sequence model parameters was established, its generation method derived based on the source–path–site mechanism. Then, representative point sets of could be chosen generalized F-discrepancy, correlation between mainshock aftershock determined by using Copula theory. Finally, response obtained solving probability density...
Abstract This paper focuses on the effects of long‐period pulse near‐fault ground motions structural damage potential. Two sets motion records from Chi‐Chi, Taiwan earthquake and Northridge with without distinct are selected as input, correlation analysis between 30 non‐structure‐specific intensity measure parameters maximum inelastic displacements energy responses (input hysteretic energy) bilinear single degree freedom systems conducted. Based frequency characteristic remarkable...
The quality evaluation of the surrounding rock is cornerstone tunnel design and construction. Previous studies have confirmed existence a relationship between drilling parameters rock. application to intelligent classification has natural advantages automatic information collection, real-time analysis, no extra work. In this work, we attempt establish model software system driven by parameters. We collected 912 samples containing four (penetration velocity, hammer pressure, rotation feed...