Sentence examples for deficient strength from inspiring English sources

Then, with the use of some ten-degree-of-freedom shear models, it is found that the viscous damping is capable of making up for a deficient strength of any story of a building, preventing the structural damage from concentrating into that story.

Externally bonded steel plate is widely used to strengthen the deficient flexural strength of reinforced concrete beams.

The original beams were substantially deficient in shear strength, particularly for projected increase of traffic loads.

Existing concrete columns and piers are often deficient in shear strength and displacement ductility due to inadequate steel reinforcements.

However, due to low density, poor mechanical strength, and deficient adhesion properties, ultra-low-к dielectrics may be damaged by stresses applied during the conventional CMP[3].

Near-surface mounted (NSM) laminate strips of carbon fiber reinforced polymer (CFRP) is a promising technique for increasing the flexural and the shear strength of deficient concrete members.

Among the strengthening techniques based on fiber-reinforced polymer (FRP) composites, the use of near-surface mounted (NSM) FRP rods is emerging as a promising technology for increasing flexural and shear strength of deficient concrete, masonry and timber members.

The aims of this study was to investigate the efficiency and effectiveness of using Carbon Fiber Reinforced Polymer (CFRP) to regain shear capacity of shear-deficient normal weight high strength RC beams after being damaged by thermal shock.

With increasing numbers of strength-deficient concrete infrastructure assets, strengthening and repair of concrete structures is becoming an issue of international importance.

In a conceptual climate that affords men's modes of bodily performance ascendancy, women are at heightened risk of being segregated and disrespected in virtue of being deemed deficient in physical or mental strength or health.

Exterior beam column joint of an RC structure has been considered as the target sub-assemblage and the target strength of the deficient sub-assemblage was decided from that of a seismically designed 'Ductile' one.