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Because a wavefunction can be written for this structure, an energy can be calculated by solving the Schrödinger equation, and a bond length can be determined by varying the nuclear separation and identifying the separation that results in the minimum energy.
An effective bond length can be accurately predicted by the theoretical formulation for the joint capacity at both the elastic limit and the ultimate state.
The effective bond length can be assumed from the definitions by Yuan et al. (2004) and Lu et al. (2005) as more than 100 mm.
The experimental effective bond length can be considered as more than 100 mm and are exactly as same as those with 5 weeks temperature series.
Therefore, the change of effective bond length can be observed when compared to the experimental effective bond length (100 mm or less) of control series.
Effective bond length can be defined as the active length for transferring of most of the interfacial stress from FRP sheets to concrete and beyond this length failure load does not increase (Ouezdou et al. 2009; Kang et al. 2012).
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The effective bond lengths can be assumed to be 100 mm at least from the consideration of load transfer length at 97 % of the maximum load.
Given the coordinates of the model protein, parameters such as the distribution of phi, psi and chi torsion angles and additional parameters including proline phi angles, peptide bond planarities, disulfide bond lengths can be measured.
Alternatively, ideal bond lengths can be calculated from the theoretical bond valences if these are known.
Lalik 95) has pointed out that the distribution of bond lengths can be compared with a probability distribution and that a good measure of the size of such a distortion is given by the entropy, Δ H, of Shannon and Weaver's information theory.
Wrong angles and bond-lengths can be corrected with a geometry minimization algorithm under an appropriate force-field.
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