A5068046827- Geotechnical Engineering and Underground Structures
- Geotechnical Engineering and Soil Stabilization
- Water Systems and Optimization
- Geomechanics and Mining Engineering
- Geotechnical Engineering and Soil Mechanics
- Bipolar Disorder and Treatment
- Adenosine and Purinergic Signaling
- Flow Measurement and Analysis
- Civil and Geotechnical Engineering Research
- Hydraulic and Pneumatic Systems
- Tryptophan and brain disorders
Jinan University
2024
Depression is a prevalent psychiatric disorder with accumulating evidence implicating dysregulation of extracellular adenosine triphosphate (ATP) levels in the medial prefrontal cortex (mPFC). It remains unclear whether facilitating endogenous ATP production and subsequently increasing level mPFC can exert prophylactic effect against chronic social defeat stress (CSDS)-induced depressive-like behaviors enhance resilience. Here, we found that nicotinamide mononucleotide (NMN) treatment...
The dynamic time-history response analysis method was employed to analyze the of composition foundation with CFG piles. deformation and stress distribution composite piles different length amount under seismic wave investigated. results reveal that bearing asti-deformation capacity could be improved effectively for earthquake loads by increasing number pile. vertical soil decreases gradually increase practice shows provide a positive contribution aseismic effect soils mass. present research...
The torque balancing equations and the equation of turbine flow meter is deduced in paper. driving torque, viscous drag bearing friction on impeller calculated by unsteady numerical simulation methods. change rule various torques gotten considering or not influence torque. Also, effect different viscosity calculated, which used to explain phenomenon factor law with viscosity. It makes clear that possibilities improve accuracy predicate simulation.
To improve Winkler foundation model that ignores the shear effect of layered soil, second soil elastic parameter is introduced to take into account deformation soil. An initial method developed solve dynamic differential equation lateral vibration for a pile which embedded in Pasternak foundation.By means transfer matrix method, relationship displacement, rotation angle, bending moment and force between head tip investigated.Based on boundary conditions as well continuity conditions,...