Sentence examples for sectional type from inspiring English sources
The test parameters include load level, sectional type and dimension.
The test parameters included sectional type, tapered angle, slenderness ratio and load eccentricity.
The study design was observational of a cross sectional type and data was collected from a Danish boar test station during February 2002 and December 2004.
The main parameters varied in the tests are: (1) sectional types: circular and square; (2) local compression area ratio (concrete cross-sectional area to local compression area): from 1 to 25; (3) steel tube width (or diameter -to-wall thickness ratio, B(or diameter -to-wallo 104.7.
The main parameters varied in the tests are: (1) sectional types: circular and square; (2) local compression area ratio (concrete cross-sectional area to local compression area): 1.44 and 16; and (3) thickness of the endplate: from 2 to 12 mm.
In this study, nonlinear flexural analyses were performed on a total of 1248 prestressed concrete members with various sectional types, partial prestressing ratios, reinforcing indices, yield strengths of nonprestressed reinforcements, and effective prestresses, based on which a simple method was proposed to estimate the net tensile stress (Δf ps ) of the prestressing strands at the service loads.
The main parameters varied in the tests are: (1) sectional types (circular and square); (2) steel yielding strength (from 235 to 282 MPa); (3) the ratio of tube diameter (or width) to wall thickness, D/t (from 47 to 105), and (4) the ratio of shear span to depth (from 1.25 to 6).
The main parameters varied in the tests are: (1) sectional types: circular and square; (2) steel yielding strength: from 282 to 404 MPa; and (3) tube diameter or width to wall thickness ratio (D/t or B/t): from 30 to 134.
The main parameters varied in the experiments were axial load level and cross-sectional type.
For the stub column specimens, the main test parameters for stub column specimens are the steel ratio, the concrete strength and the cross-sectional type.
This paper describes eight tests carried out on thin-walled steel tube confined concrete (TWSTCC) column to reinforced concrete (RC) beam joints subjected to cyclic loading, where the column cross-sectional type and the level of axial load in the column were selected as test parameters.
