Sentence examples for beam framing from inspiring English sources

The two-dimensional elevation-view subassembly considered for this study includes a two-storey length of the perimeter column and the floor beam framing into the column in the direction perpendicular to the building's exterior.

Design codes (ACI 318-08, 2008; ACI Committee 352-02, 2010) place restrictions on the use of reinforced concrete (RC) wide-beam framing systems in regions of seismic hazard because there are little or insufficient information about their behavior under the effects of earthquake loads.

The nonlinearity is simulated by introducing a dual-hinge lumped-plasticity beam element to model the beams framing into the joint.

Situated on the Bellecôte ski slope – a short stroll from Courchevel 1850 – Le Mélézin's interiors feature a mix of bronze sculptures and 200-year-old oak beams framing the communal spaces.

The beams framing into the columns were subjected to pattern loads causing varying beam bending moments and column end moments.

For frames used in this study (Fig. 1), the upper end of the column (Joint A) has no beams framing into it.

One of the crucial provisions of capacity design for moment-resisting frames controls the relative strength of beams and columns, using a 'strong-column weak-beam (SCWB) ratio' (i.e., the ratio of the sum of nominal moment capacities of all columns to the sum of nominal flexural strengths of beams, framing into the same joint, in the direction under consideration).

All measurements were performed in a PhenoMaster System (TSE systems) via the Washington University Diabetic Mouse Models Phenotyping Core Facility, which allowed metabolic performance measurement and activity monitoring by an infrared light = beam frame.

The micropolar 1-D results are in best agreement with 2-D web-core beam frame results.

In order to verify the appropriateness of such provisions, seismic performances of WBF and conventional deep beam frames (DBF) are comparatively assessed through nonlinear static analyses.

The present study is a theoretical investigation on the fire performance of concrete filled steel tubular (CFST) column and reinforced concrete (RC) beam frames.