Sentence examples for footing connection from inspiring English sources

The static lateral bearing capacity and seismic performance of reinforced foundations were investigated, and the following factors were considered: (1) the conditions of the caisson/SPSP reinforcement footing connection; (2) the caisson/SPSP flexural rigidity ratio; and (3) the pile length.

To support the rational design of reinforcements using this method, the following factors influencing the technique׳s effectiveness and related mechanical behavior should be considered: (1) the conditions of the caisson/SPSP reinforcement footing connection; (2) the caisson/SPSP flexural rigidity ratio; (3) the distance between the caisson and the SPSP wall; and (4) the pile length.

In this paper, seismic performance of a new column-to-footing connection was experimentally investigated by cyclic testing of a half-scale precast reinforced concrete bridge column connected to the footing incorporating an ultra-high performance concrete (UHPC) filled duct connection.

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The remaining four specimens represented column-footing connections at a scale of 1/10.

Nevertheless, UHPC-filled duct connections were incorporated in the column-to-footing connections of the both test models.

The test parameters include the additional placement of a longitudinal reinforcement around the column-footing connections, the inclination of the shear reinforcement, an additional cast of high-strength concrete, and an additional concrete cast with amorphous metallic fibers (AMFs).

The test results show that the punching strength was significantly enhanced by the additional placement of the longitudinal reinforcement around the column-footing connections and by the addition of the retrofit materials (high-strength concrete and AMF-reinforced concrete).

The former model was design and tested to specifically evaluate the seismic performance of the column utilizing new column-to-footing connection and the latter column was built with eight different materials to investigate the seismic performance of a low-damage precast column detailing for high seismic regions.

However if Amazon foots the bill for the connection (since it'll be used to purchase stuff),  it could make for an intriguing feature.

Measured footing loads, reinforcement connection loads and amplification factors are compared to values calculated using current practice in North America for geosynthetic reinforced soil walls and discrepancies between experimental results and design methods are identified.