Sentence examples for ultimate resisting from inspiring English sources

Finally, the necessity for a rigorous nonlinear analysis is emphasized for more accurate prediction of the ultimate resisting capacity of slender RC columns.

Nonlinear analyses are conducted to evaluate the ultimate resisting capacity of slender reinforced concrete (RC) columns subjected to an axial load with biaxial bending moments.

In advance, on the basis of the numerical results obtained by the use of the analytical model introduced in the previous paper, the ultimate resisting capacity reduction factors are designed through a curvilinear regression, and the use of these reduction factors makes it possible to determine the ultimate resisting capacity of slender CFT columns without any rigorous nonlinear analysis.

In addition, the relationships between the resisting capacity reduction factors and design variables are established from regression and used to determine the ultimate resisting capacity of slender RC columns without any rigorous numerical analysis.

In addition, the ultimate resisting capacities calculated from the regression formula are compared with those obtained from rigorous nonlinear analyses and from the ACI formula, with the objective of establishing the relative efficiency of the proposed regression formula.

The ultimate resisting capacities calculated from the regression formula are compared with those constructed from rigorous nonlinear time-dependent analyses and from the ACI formula with the objective of establishing the relative efficiencies of the proposed formula.

The mechanical properties of the CLT panels in the major/minor strength directions were obtained through experimental tests, and numerical models were developed to predict bending stiffness and ultimate load resisting capacity of the CLT panels.

Results show that CLT panels made from Canadian hemlock perform as well as those made from other common used lumber species (i.e. SPF or Douglas fir), and the bending stiffness and ultimate load resisting capacity of the CLT panels can be predicted by the developed numerical models.

Furthermore, the ultimate loads resisted by the timber framed shear walls are also calculated as per Eurocode 5. Then the analytical and experimental results are comparatively presented.

Perhaps there are other possible perspectives but it seems that very few theories on the ethics of war succeed in resisting ultimate classification into one of these traditions.

This research investigates the ultimate earthquake resistance of typical gravity-load designed (GLD) RC moment resisting frames, in terms of ultimate energy absorption/dissipation capacity (UEAC).