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While a number of |E∗| and δ predictive models have been developed, many of them require lab measured properties (e.g. binder complex modulus).
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Cleavage studies employing gel electrophoresis demonstrate both the complexes 3 and 4 are efficient cleavage agents and are specific groove binders (complex 3 binds to both major and minor groove while complex 4 is specifically minor groove binder only).
With 2% Nanoclay A reinforcement in the asphalt binder, the complex shear moduli generally increased by 66% while the 4% Nanoclay A reinforcement in the asphalt binder generally increased the shear complex moduli by 125%.
Structural interpretation of the affinity improvement was performed based on the crystal structure of the original prion binder in complex with the BoPrP (95 104) peptide by modeling the corresponding mutations.
With the enhancement of the content of RHA and WSA to asphalt binder, viscosity, complex modulus and rutting factor (G*/sin δ) of modified asphalt binders increased rapidly at high temperatures.
Asphalt binders are complex chemical composites of various organic molecules.
On the contrary, low level display may be desirable during selection of strong binders from complex libraries due to true monovalent display [10], [25].
The structures of two independent αRep binders in complex with the GFP target were solved by X-ray crystallography revealing two totally different binding modes.
There is, as yet, no high-resolution information about the structure of the binder molecules complexed to proteins and understanding of how they actually bind remains hypothetical.
The PBPs involved in bacterial iron uptake have historically been classified as either unchelated iron binders or chelated iron binders (i.e., iron-siderophore complex binders).
The results indicated that quick lime and sulfoaluminate cement (SAC) evidently reduced the setting time of the complex binder, but mechanical activation for TRs could not substantially shorten those of blended binder.
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