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The absolute magnitude of the damage factor varies across all four case studies; as a result the extent of damage cannot be predicted from the damage factor number alone, especially for the 2011 Christchurch earthquake.
The diffusion coefficient increases exponentially with increasing fractal damage factor.
By comparing these coefficients, the damage factor η of buildings during an earthquake is obtained.
We analyzed the strain, stress and damage factor distribution in the extrusion process.
The damage factor Dt is coupled to the model to reflect the stress reduction.
Curvature damage factor (CDF) of a tapered cantilever beam are used as damage indicators.
The results of the model were compared with the experimental results and the results which not considering the damage factor.
The equivalent displacement damage between different particles is discussed through scaling factor, damage factor, and damage enhancement factor.
A micromechanical damage model for failure mechanism of corroded stirrups is proposed and a model for damage factor is derived.
Calculation and experimental analysis have shown a good correlation between a cumulative damage factor (CDF) and depth of defects in cold-pilgered tubes.
Based on the test results, the damage factor was added in the dynamic constitutive, which can describe mechanical behavior of concrete subjected to intensive impact loading was proposed.
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CEO of Professional Science Editing for Scientists @ prosciediting.com