Search alternatives:
significant point » significant amount (Expand Search), significant part (Expand Search), significant event (Expand Search)
point decrease » point increase (Expand Search)
we decrease » _ decrease (Expand Search), a decrease (Expand Search), nn decrease (Expand Search)
significant point » significant amount (Expand Search), significant part (Expand Search), significant event (Expand Search)
point decrease » point increase (Expand Search)
we decrease » _ decrease (Expand Search), a decrease (Expand Search), nn decrease (Expand Search)
-
281
-
282
-
283
-
284
Manhattan plot for genome-wide association study (GWAS) in a European population with depression.
Published 2025“…B: The representative co-IP image of PSD95-Flag and KIF15-GFP or KIF15 mutant (C3636A or C3636G) plasmids co-expressed in 293T cells. C: Point mutations in the tail region of KIF15 significantly decreased its binding efficiency to PSD95, n = 3 (three independent experiments). …”
-
285
-
286
-
287
-
288
-
289
-
290
-
291
Average of % peptides counts for different classes of proteins at different germination time points and significant p-value indicated as compared to soaked sample (*p< 0.05, **p<0.01, ***p<0.001) for garbanzo trypsinised with shades of green showing increase and red showing decrease with respect to soaked.
Published 2024“…<p>Average of % peptides counts for different classes of proteins at different germination time points and significant p-value indicated as compared to soaked sample (*p< 0.05, **p<0.01, ***p<0.001) for garbanzo trypsinised with shades of green showing increase and red showing decrease with respect to soaked.…”
-
292
-
293
-
294
-
295
-
296
Schematic diagram of monitoring points and units.
Published 2025“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”
-
297
Model monitoring points and units coordinates.
Published 2025“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”
-
298
-
299
Variables, the Time Points Collected, and the Number of Nurses Who Responded.
Published 2025Subjects: -
300