Sentence examples for members were compared from inspiring English sources

In the lightmass design aspect, the collapse characteristics and energy absorption capability of the members were compared.

The flexural properties of the jointed members were compared to those of concrete beams jointed with conventional post-installed adhesive anchors.

Bending capacities of tested members were compared to distinguish the effects of torsion, axial load and their combination in affecting a member's bending performance.

The flexural behaviors of the members were compared using calculations derived from the existing standards (ACI, AASHTO, and CAN3).

The distribution of body measurements and derived ratios in both case and control family members were compared using the Student t test.

In this experimental study, six post-tensioned light weight concrete (LWC) continuous one-way slabs were tested in the following manner: the flexural behaviors of the members were compared with the calculations from the existing standards.

Published stratigraphic ages of the different formations and members are compared and integrated in order to propose a unified bio-lithostratigraphic framework.

The tooth surface form deviations were detected, and the experimental tooth contact pattern of the pinion and gear members was compared with analytical one.

Based on the test results, available methods for predicting the ductility of bracing members are compared and assessed, and a number of considerations for design are highlighted and discussed.

The performances of the optimized truss core sandwiches with 4-rod unit cell and solid truss members and pyramidal unit cell with hollow truss members are compared with benchmark lightweight structures such as honeycomb-cored sandwiches, tetrahedral core sandwiches and hat-stiffened single layer plates.

The member resistances of the columns and trusses consisting of steel and CFS tubular members are compared to demonstrate the beneficial effects of the in-filled concrete, with their resistances predicted using the conventional effective length and second-order analysis methods of design in various international standards such as Eurocode 3 (Eurocoderocode 4 (ECoPHKCoPHK, AISC-LRFD and AS5100.