Neutrophil function assays completed on CGD patients off and after the 4^th dose of IFN-γ. by Daniel R. Ambruso (12042605)

“…<b>2C</b> shows results for six patients demonstrating decreased viability after administration of IFN-γ. …”

Prediction plots showing (A) the increase of the rodent flea abundance was mostly likely influenced by species identity: <i>Xenopsylla brasilliensis, Pulex irritans</i>, and <i>Din... by Stella T. Kessy (18700173)

The result of molecular dynamics simulation. by Ashraf Attia Mahmoud (21262201)

“…The docking research indicated that these mutations decreased the binding affinity for DNA, with R273C, R280G, G266E, and G105C displaying the most significant differences. …”

Result of the phenotypic analysis. by Ashraf Attia Mahmoud (21262201)

“…The docking research indicated that these mutations decreased the binding affinity for DNA, with R273C, R280G, G266E, and G105C displaying the most significant differences. …”

Type of Mutations. by Ashraf Attia Mahmoud (21262201)

“…The docking research indicated that these mutations decreased the binding affinity for DNA, with R273C, R280G, G266E, and G105C displaying the most significant differences. …”

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

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

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

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

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

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

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Concrete mix proportions. by 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. by YongHe Liu (20477123)

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

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Noun abbreviations. by YongHe Liu (20477123)

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

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

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