Sentence examples for column centerline from inspiring English sources

Laboratory column experiments involving steady flow in homogeneous soil are often analyzed assuming that the flow is spatially uniform in any plane transverse to the longitudinal axis aligned with the column centerline.

This destabilization results in an evolution to a pseudo-steady flow regime, the double cell turbulent flow regime (DCTF), characterized by a quasi-static bubble jet, located at the column centerline that determines the appearance of two static symmetrical vortices.

The scale of the model was 2.0 m beam length, 2.0 m column height using centerline framing dimensions and the rectangular stiffened cross section of LP plate for flange and constant thickness plate for web.

The square columns were clamped at one end and oblique load conditions were realized at the other end by applying a force with different angles to the centerline of the column.

For instance, if you are building a structural steel building with I-beam columns which require setting anchor bolts to secure them, you may begin your building layout with the centerline of these columns, where if you are building a wood-framed residential structure with a monolithic slab floor, the edge of the slab would be your best choice for the initial layout.

Simple elastic models based on centerline dimensions of beams and columns are widely used for the design of steel moment resisting frames.

Through this program, centerline dimensions of steel plates and strengthened columns were clearly addressed.

Skeletonization: The single pixel centerline for each fragment is detected as a column ordered connected component or skeletal segment.

An image processing module for Optical Mapping must provide the following capabilities (Fig. 2): Skeletonization: The single pixel centerline for each fragment is detected as a column ordered connected component or skeletal segment.

To increase the buckling strength of gusset plate connections efficiently and improve the energy absorption behaviour of the connections under cyclic loading, adding the centerline stiffener along the splice member as close to the beam and column boundaries as possible and/or adding free edge stiffeners are recommended.

In the SAP2000 and ETABS programs, the R/C slabs are modeled as thick shell elements at the centerline of the slab thickness, and three cases are considered for modeling column-SW, namely (1) beam-beam, (2) beam-shell/wall, and (3) shell/wall-shell/wall; where beam and shell/wall refer to the type of elements used to model the columns and SWs, respectively.