Sentence examples for mean annual damage from inspiring English sources

The results of the comparison of the mean annual damage degrees as a function of the level of the design peak ground acceleration are summarized in Table 4.

The mean annual damage degrees computed using both approaches (FRACAS and SPO2FRAG) are given in Table 3 for the 24 analyzed structures.

Table 4 Comparison of the mean annual damage degrees for structures in Bucharest, Romania, using the FRACAS and SPO2FRAG methodologies as a function of the level of design peak ground acceleration (PGA) Design PGA Mean annual damage degree FRACAS SPO2FRAG 0.24 g 0.043 0.036 0.30 g 0.034 0.026 0.36 g 0.027 0.023.

The relative difference between the mean annual damage degrees from SPO2FRAG and FRACAS for structures designed for PGA = 0.24 g and PGA = 0.36 g appears as smaller than the difference between the mean annual damage degrees for structures designed for PGA = 0.30 g.

Table 3 shows that the mean annual damage degrees given by the SPO2FRAG approach are generally larger than the ones obtained from FRACAS, with the exception of the majority of the steel structures.

The uncorrected between-group difference was nearly zero, with an estimated mean annual joint damage progression of 0.05 with P = 0.95 (Table 3).

The mean annual joint damage progression rate was 3.33 per year in patients bearing the wild-type DECTIN-1 compared with 3.38 per year in patients heterozygous for the DECTIN-1 Y238X allele.

Warmer mean annual temperatures lead to less damage because of the reduction in time during which it is cold enough for cracking, whereas colder mean annual temperatures are accompanied by reduced water supply due to the temperature dependence of permeability.

Despite the large difference in bison numbers in both Forests, between 2000 and 2010 the mean annual number of instances of damage was comparable: 79 ± 38 (mean ± SD) in Białowieża and 65 ± 26 in Knyszyn region, while mean annual compensation costs was twofold higher in KF (€12,0000) than in BF (€ 6,000).

Finally, seismic hazard curves are generated in order to compare the mean annual rate of exceedance of different damage states of different bridge piers.

In the United States, seismic probabilistic risk assessment is performed on nuclear power plant (NPP) designs to calculate mean annual frequencies of unacceptable performance, including core damage and large early release (of radiation).