Sports had always been considered the ultimate formula -- the original "reality TV" that unlike every other type of show on television never needed reinventing.
Who would top the ultimate Formula 1 league table?
Avoid the following tainted weight loss products: Zi Xiu Tang, Ultimate Formula, Fat Zero, Bella Vi Amp'd Up, Insane Amp'd Up, Slim Trim U, Infinity, Perfect Body Solution, Asset Extreme, Asset Extreme Plus, Asset Bold, and Asset Bee Pollen.[13].[13]
Formula 1 cars are supposed to be the epitome of aggressive elegance, masterpieces in combining aesthetics with purpose, the ultimate expression of beauty through performance, right?
Their endless, presumably entirely confected interaction is perhaps the ultimate celebrity magazine formula: a cavalcade of imagined break-ups, make-ups and jealousies so die-hard it could survive a nuclear winter.
Based on the existing ultimate strength design formula and a new developed factor, a new formulation for ultimate strength of damaged plate has been introduced accounting for the effect of local dent.
Therefore, the geometrically parametric study was followed by the nonlinear regression analysis to develop an ultimate strength parametric formula for the static design of collar plate reinforced T/Y-joints under brace tension.
For this reason, geometrically parametric study was followed by a set of nonlinear regression analyses to propose an ultimate capacity parametric formula for the static analyses of doubler plate strengthened tubular T/Y-joints subjected to IPB load.
For these reasons, geometrically parametric investigation was followed by a set of nonlinear regression analyses to propose an ultimate capacity parametric formula for the static analyses of doubler plate reinforced tubular T/Y-joints under axially tensile load.
After the efficiency of NFEM was verified, the parametric analyses varying the number of CFRP layer, concrete compressive strength and the slenderness ratio were conducted by the NFEM, and the ultimate bearing capacity formula as well as the relation model of the stability coefficient versus slenderness ratios were proposed.
The results indicate that not only the developed NFEM can effectively depict the varying process of the loads and deformation in details, but also the proposed ultimate bearing capacity formula is reasonable and reliable in the fast prediction of the bearing capacity for slender concrete-filled CFRP PVC tubular columns.
