Sentence examples for specimens with relatively from inspiring English sources

Although most genotyping failures occur among low viral load specimens, some occur in specimens with relatively high viral loads.

It was seen that newly proposed perforated core specimens and stitched core specimens with relatively insignificant weight increase have superior mechanical performances than plain core specimens.

Twenty-four specimenscimens with relatively high IgE-binding to the rice seed albumin/globulin fraction were selected as rice-positive specimens, whereas three specimens with relatively low IgE-binding were selected as control specimens.

The predicted shear strengths by Uribe and Alcocer's (2002) strut-and-tie model for the NC- and SCC-100 specimens with relatively non-congested web reinforcements were shown to be the lowest among the three theoretical approaches, whereas the prediction results using the ACI 318 formula (1999) for the NC- and SCC-50 specimens with congested web reinforcements were shown to be the lowest.  .

The predicted shear strengths by Uribe and Alcocer's (2002) strut-and-tie model for the NC- and SCC-100 specimens with relatively non-congested web reinforcements were shown to be the lowest among the three theoretical approaches, whereas the prediction results using the ACI 318 formula (1999) for the NC- and SCC-50 specimens with congested web reinforcements were shown to be the lowest.

The prediction results by Uribe and Alcocer (2002)'s strut-and-tie model for the NC- and SCC-100 specimens with relatively non-congested web reinforcements were shown to be the lowest among the three theoretical approaches, while the lowest predicted shear strength was obtained when using the ACI 318 formula (1999) for the NC- and SCC-50 specimens with congested web reinforcements.

It can be seen that the SCC specimen with relatively non-congested shear reinforcement showed a slightly higher load carrying capacity than the corresponding NC specimen.

Finally, interesting FeAl specimens with a relatively high density (98% of the theoretical value), high microhardness and smooth surface were obtained using a laser power of 90 W and a scanning speed of 0.2 m/s, corresponding to a continuous melting mechanism of the powder bed.

The SCC specimens with the relatively non-congested web reinforcement showed a slightly higher load carrying capacity in terms of diagonal shear cracking and ultimate loads compared to the NC specimens.

Metallized-brazed specimens, although associated with relatively lower tensile strength (35 MPa) than the targeted value (>50 MPa), displayed higher mean flexural strength of 149 MPa.

SP1 specimen beams reinforced with relatively high carbon content bars showed an abrupt decrease in strength at 2.2% drift ratio.