Dataset in. CSV. حسب Kare Chawicha Debessa (20660605)

"…Of these, 77 women (9%) dropped from the CBHI scheme (AOR = 9; 95% CI: 7.43% −11.38%; p < 0.001). Lower dropout likelihood was significantly associated with increased age (AOR = 0.93; 95% CI: 0.89–0.97; p < 0.001) and larger family size (AOR = 0.28; 95% CI: 0.17–0.50; p < 0.001).…"

Recruitment flow diagram of the current study. حسب Somayeh Momenyan (10111603)

"…Phase 1 EQ-VAS decreases were associated with female sex, lower somatic symptom, fewer comorbidities, lack of expectation for a fast recovery, higher ISS, higher injury pain, neck, spine/back or lower extremity injuries. …"

Anion-Assisted Glycosylation of Galactose: A Computational Study حسب Kerli Tali (22769704)

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Weather factor dummy variable. حسب Zhendong Sun (4723221)

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Day factor dummy variable. حسب Zhendong Sun (4723221)

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Relevant parameters fitted by Pei model. حسب YongHe Liu (20477123)

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Performance index of fly ash. حسب YongHe Liu (20477123)

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Variation of T₂ spectrum of 0.38 water–binder ratio of concrete during F–T process under −3 °C curing conditions: (a) Air content = 1.5%; (b) Air content = 3.6%; (c) Air... حسب YongHe Liu (20477123)

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Relationship curves fitted by Pei model: (a) standard curing; (b) 5 °C curing; (c) −3 °C. حسب YongHe Liu (20477123)

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Variation of T₂ spectrum of 0.38 water–binder ratio of concrete during F–T process under 5 °C curing conditions: (a) Air content = 1.5%; (b) Air content = 3.6%; (c) Air... حسب YongHe Liu (20477123)

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Performance index of mineral powder. حسب YongHe Liu (20477123)

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Relevant parameters fitted by Bai model. حسب YongHe Liu (20477123)

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Variation of MLR of concrete under three curing conditions after F–T: (a) standard curing; (b) 5 °C curing; (c) −3 °C curing. حسب YongHe Liu (20477123)

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Relationship between <i>β</i>₁ and <i>β</i>₂ and compressive strength. حسب YongHe Liu (20477123)

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Concrete mix proportions. حسب YongHe Liu (20477123)

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Variation of CSC with curing age under three curing conditions: (a) standard curing; (b) 5 °C curing; (c) −3 °C curing. حسب YongHe Liu (20477123)

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Porosity changes in concrete after F–T under three curing conditions. حسب YongHe Liu (20477123)

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Noun abbreviations. حسب YongHe Liu (20477123)

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Particle distribution curve: (a) Fine sand; (b) Coarse sand. حسب YongHe Liu (20477123)

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Curing method of concrete: (a) standard curing environment; (b) 5 °C curing and −3 °C curing environments. حسب YongHe Liu (20477123)

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