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This paper presents a simple, effective numerical procedure based on the beam column method by using the based-displacement finite element method for nonlinear inelastic time-history analysis of three-dimensional semi-rigid steel frames.
The response data were transferred before entering it into the design layout by using the base 10 log.
After generating the base implicit surface, various types of CAD models such as surface and solid are constructed by using the base implicit surface.
In this method, the strength curve for every type of stainless steel in common use is generated by using the base strength curves and a slenderness conversion formula.
Figure 6a, b show the average (typical) base load curve of each year which are obtained by using the base loads in 2008 2014 (i.e., the loads in the 1st sub-dataset).
The mapping of database accession numbers and cross linking is carried out by using the base URL of the database and appending the appropriate tags (referring to the entry in the database) to generate the URLs to relevant entries.
A log-odds matrix was constructed from the position weight matrix by using the base 2 logarithm of the ratio of frequencies at each matrix position against a background frequency of 0.25 for each nucleotide.
Therefore we calculated the coefficient of variation in foot placement by using the base of support data and dividing the standard deviation by the mean for the thoracic and pelvic limb pairs individually [ 32].
27 Therefore, we imputed data for catheter based coronary angiography by using the CT based procedure as an auxiliary variable, in addition to all other predictors.
The embedded length is either found by using the formulas based on the design codes (DIN (2008) [3], DIN EN 1995-1-1 [4], etc).
The gains obtained by using the learning based DFBA range between 6 and 43 %.
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