Sentence examples for demands of the structure from inspiring English sources

The results show that the maximum curvature ductility demands of the columns and the maximum displacement ductility demands of the structure were positively associated with the spectral acceleration and negatively associated with the strong column factor.

Using pushover analysis and earthquake nonlinear dynamic time-history analysis, the maximum global displacement ductility demands of the structure and the maximum curvature ductility demands of the columns were determined.

The tradeoff is determined by the interplay between the genetic code, optimization of the codon entropy, and demands on the structure and stability of nucleic acids and proteins.

Overall, the interplay between the genetic code, optimization of the codon entropy, and demands on the structure and stability of nucleic acids and proteins chiefly determine the tradeoff throughout the whole interval of the genomic GC values.

Usually, the elastic design spectrum, which is often related to 5 or 10%% probability of exceedance (POE) in 50 years, is defined smoothly as a reasonable representation of the seismic action demand on the structure at the site of interest.

Usually, the elastic design spectrum, which is often related to 5% or 10% probability of exceedance in 50 years, is defined smoothly as a reasonable representation of the seismic action demand on the structure at the site of interest.

These pulses lead to an increase in the nonlinear deformation demands of the structures.

From the derived formulations, the close relationship between the target displacement and the stiffness, ductility and strength demands of the structures are clearly shown.

It has been observed that the application of empirical modulus and damping curves in ground response prediction often leads to underestimation of the seismic demands on the structures.

Then a procedure was developed to distribute the damper based on the ductility demand of the structure.

Different versions of SCMPs with different recentering stiffness are designed independently from other structural components, and are only determined by the dimension and recentering demand of the structure.