Search alternatives:
significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
greatest decrease » treatment decreased (Expand Search), greater increase (Expand Search)
we decrease » _ decrease (Expand Search), a decrease (Expand Search), nn decrease (Expand Search)
significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
greatest decrease » treatment decreased (Expand Search), greater increase (Expand Search)
we decrease » _ decrease (Expand Search), a decrease (Expand Search), nn decrease (Expand Search)
-
4841
-
4842
Univariate analyses.
Published 2025“…<div><p>During the global COVID-19 pandemic, emergency departments (EDs) saw an overall decrease in utilization. However, some vulnerable groups, such as those living with psychotic disorders, must often rely on the services provided by EDs. …”
-
4843
Overview of individuals in the study.
Published 2025“…<div><p>During the global COVID-19 pandemic, emergency departments (EDs) saw an overall decrease in utilization. However, some vulnerable groups, such as those living with psychotic disorders, must often rely on the services provided by EDs. …”
-
4844
Multivariate analyses.
Published 2025“…<div><p>During the global COVID-19 pandemic, emergency departments (EDs) saw an overall decrease in utilization. However, some vulnerable groups, such as those living with psychotic disorders, must often rely on the services provided by EDs. …”
-
4845
-
4846
Comparison with Existing Studies.
Published 2025“…The results indicate that: (1) the presence of pores prolongs both the time to failure and the onset of the AE burst stage, with longer durations observed at higher pore dip angles; (2) AE signal amplitude and frequency vary significantly across different loading stages, and the b-value exhibits an “increase–fluctuation–decrease” trend, with the decreasing stage serving as a precursor to rock instability; (3) pore dip angle strongly influences crack propagation types: dip angles of 0°–30° favor axial cracks and through-going wing cracks, 45°–75° angles tend to induce co-planar and wing crack connectivity, while 90° angles cause crack deviation, hindering through-going failure; (4) intact rock fails in a tensile–shear mixed mode, whereas the number of shear cracks in rocks with pores initially increases and then decreases with dip angle, reaching a maximum at 45°, resulting in shear-dominated failure. …”
-
4847
Specimen Preparation and Experimental Setup.
Published 2025“…The results indicate that: (1) the presence of pores prolongs both the time to failure and the onset of the AE burst stage, with longer durations observed at higher pore dip angles; (2) AE signal amplitude and frequency vary significantly across different loading stages, and the b-value exhibits an “increase–fluctuation–decrease” trend, with the decreasing stage serving as a precursor to rock instability; (3) pore dip angle strongly influences crack propagation types: dip angles of 0°–30° favor axial cracks and through-going wing cracks, 45°–75° angles tend to induce co-planar and wing crack connectivity, while 90° angles cause crack deviation, hindering through-going failure; (4) intact rock fails in a tensile–shear mixed mode, whereas the number of shear cracks in rocks with pores initially increases and then decreases with dip angle, reaching a maximum at 45°, resulting in shear-dominated failure. …”
-
4848
UCS texts data.
Published 2025“…The results indicate that: (1) the presence of pores prolongs both the time to failure and the onset of the AE burst stage, with longer durations observed at higher pore dip angles; (2) AE signal amplitude and frequency vary significantly across different loading stages, and the b-value exhibits an “increase–fluctuation–decrease” trend, with the decreasing stage serving as a precursor to rock instability; (3) pore dip angle strongly influences crack propagation types: dip angles of 0°–30° favor axial cracks and through-going wing cracks, 45°–75° angles tend to induce co-planar and wing crack connectivity, while 90° angles cause crack deviation, hindering through-going failure; (4) intact rock fails in a tensile–shear mixed mode, whereas the number of shear cracks in rocks with pores initially increases and then decreases with dip angle, reaching a maximum at 45°, resulting in shear-dominated failure. …”
-
4849
-
4850
-
4851
-
4852
-
4853
Amplitude for A/L = 0.29.
Published 2025“…Increased surface roughness significantly reduced power output, flapping frequency, and amplitude. …”
-
4854
Top view of the experimental setup.
Published 2025“…Increased surface roughness significantly reduced power output, flapping frequency, and amplitude. …”
-
4855
Amplitude for A/L = 0.338.
Published 2025“…Increased surface roughness significantly reduced power output, flapping frequency, and amplitude. …”
-
4856
Parameters of energy harvesting.
Published 2025“…Increased surface roughness significantly reduced power output, flapping frequency, and amplitude. …”
-
4857
Graph for Max Amplitude/Length at G<sub>y</sub> = 0.
Published 2025“…Increased surface roughness significantly reduced power output, flapping frequency, and amplitude. …”
-
4858
Amplitude for A/L = 0.02.
Published 2025“…Increased surface roughness significantly reduced power output, flapping frequency, and amplitude. …”
-
4859
Graph for maximum Frequency at G<sub>y</sub> = 0.
Published 2025“…Increased surface roughness significantly reduced power output, flapping frequency, and amplitude. …”
-
4860
Graph for maximum Power at G<sub>y</sub> = 0.
Published 2025“…Increased surface roughness significantly reduced power output, flapping frequency, and amplitude. …”