Sentence examples for lateral reinforcement from inspiring English sources

This study suggests a secondary dense lateral reinforcement for reinforced concrete (RC) columns that are located between the primary lateral reinforcement and concrete surface, which are used to delay the buckling of longitudinal reinforcement and increase the ductility of RC columns.

The tests were carried out on reinforced concrete beams with different design of lateral reinforcement.

When concrete is confined by lateral reinforcement, the compressive strength and deformation capacity are increased.

Table 7 Effect of lateral reinforcement spacing adapted from Hwang et al. (2005) # Section typ.

'Dense' means that the spacing of the lateral reinforcement is smaller than the maximum gravel size.

Also, for the effective use of normal- and high-strength lateral reinforcement, a design implication using the qualitative relationship of the tensile stress in lateral reinforcement at failure of concrete prism with parameters was proposed.

Several shoes parameters were adapted to individual disabilities, such as soles rigidity (further enhancement of foot rocking), lateral reinforcements (lateral stabilization of hindfoot), shoes volume (pain relief in case of oedema) or heel height (angle correction to the ankle joint).

In order to compare the efficiency of the lateral root reinforcement versus the basal root reinforcement (Schwarz et al. 2014), 10%% of the lateral root reinforcement was considered in the calculations acting on the landslide slip surface.

The brown lines indicate the range of results (for all slope inclinations) considering 10%% of lateral root reinforcement acting as basal root reinforcement across the potential failure surface of the shallow landslides.

However, due to the lack of lateral support or constraint, the top reinforcement in the transverse beam was still under the compression state at this stage.

The normalised landslide volume is defined as the quotient between the sum of landslide volumes calculated considering a minimum value of lateral root reinforcement and the sum of landslide volume calculated considering zero lateral root reinforcement.