Expanded heat maps showing the enriched pathways. حسب Mísia Helena da Silva Ferro (20623666)

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Expanded heat maps showing the enriched pathways. حسب Mísia Helena da Silva Ferro (20623666)

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Target miRNA information. حسب Mísia Helena da Silva Ferro (20623666)

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Multivariable mixed effect logistic regression for chills, with individual ID and stimulus as a random effect. Individual intercept variance = 1.02 and stimuli intercept variance =... حسب Felix Alexandre Schoeller (20988295)

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Expanded heat maps showing the enriched pathways. حسب Mísia Helena da Silva Ferro (20623666)

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Fig 5 - حسب Mísia Helena da Silva Ferro (20623666)

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Regression analysis results with depressive symptoms. حسب Oejin Shin (20855617)

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Expression level (2^-ΔCq) of microRNA in the hypothalamus of control, pinealectomized (PINX) and melatonin-treated (PINX-MEL) rats. حسب Mísia Helena da Silva Ferro (20623666)

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Expanded heat maps showing the enriched pathways. حسب Mísia Helena da Silva Ferro (20623666)

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Expanded heat maps showing the enriched pathways. حسب Mísia Helena da Silva Ferro (20623666)

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Pathways with potential involvement of the target miRNAs. حسب Mísia Helena da Silva Ferro (20623666)

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Regression analysis results with self-rated health. حسب Oejin Shin (20855617)

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The table provides details about the six different videos used in the study. For each video, a brief description, its length, and its chills ratio (CR) from past ChillsDB studies a... حسب Felix Alexandre Schoeller (20988295)

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Sequence analysis results. حسب Oejin Shin (20855617)

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Expression level (2^-ΔCq) of microRNA in the prefrontal cortex of control, pinealectomized (PINX) and melatonin-treated (PINX-MEL) rats. حسب Mísia Helena da Silva Ferro (20623666)

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A. Bar chart showing the percentage of participants experiencing chills in response to various stimuli, ordered by descending frequency. حسب Felix Alexandre Schoeller (20988295)

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Descriptive analysis. حسب Oejin Shin (20855617)

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Realistic structure diagram of testing equipment. حسب Jiawei Fan (8822046)

"…The field experimental results illustrated that: (1) The bearing capacity of inclined steel grouting pipe with anchorage length of 9 m increases 22.6% compared with that of ordinary grouting pipe. (2) Anchorage length is not a significant influence factor for bearing capacity of inclined steel grouting pipes in loess embankment slope, while anchorage length is a significant influence factor for modulus of load-displacement curves of inclined steel grouting pipes in loess embankment slope. (3) Effective anchorage length of inclined steel grouting pipe in loess embankment slope will be slightly increased when increasing anchorage length, while the ratio of effective anchorage length to total anchorage length will be decreased when increasing anchorage length. (4) Inclined steel grouting pipe average cohesive strength along effective anchorage length section at the interface between cement grouting and soil stratum is at least three times compared with that of rock bolt.…"

Flowchart of the testing process. حسب Yunke Liu (4839084)

"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"

Two-tailed Spearman correlation analysis results between different phenotypic data tested above and lectin microarray results. حسب Yiying Zhang (198443)