Sentence examples for anchor capacities from inspiring English sources

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Meanwhile, the measured anchor capacities were smaller than the code-specified capacity, especially for the anchors subjected to cyclic shear.

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A spokesman for the network said he might fill in for "any and all broadcasts" in his anchor capacity.

However, most existing studies on anchor capacity are for plate anchors which focused only on the anchor pullout capacity in soil with uniform shear strength.

However, the observed anchor shear behavior may not be desirable for the seismic performance of diagonal braces because the full anchor capacity would be achieved at a very large displacement.

It was found that inclusion of one layer GFR that is located resting directly on top of the anchor plate was more effective in enhancing the anchor capacity than reinforcing the geogrid or itself.

The centrifuge data show that drained cyclic loading does not degrade anchor capacity, and may be beneficial provided the cyclic loading involves a history of lower level cyclic loading that densifies the sand.

The anchoring capacity of a tree is a critical factor for survival regarding external abiotic stresses [49].

This means that a root system with a larger taproot and several smaller lateral roots, as in the case of A. johnsonii trees [50], is more resistant to tension and therefore may have a better anchoring capacity than otherwise.

Active support forms, such as rock bolts and cables, cannot exert their full functions due to the poor anchoring capacity, which leads to poor stability, strong deformation and damage, even the complete closure of roadways under extremely unfavorable conditions.

Experimental results indicated that the configuration provides excellent anchoring capacity and a mode of failure that is more stable and capable of greater energy absorption than the conventional system due to the encapsulation of the anchorage within the composite deck.

The coupling between the two interfaces was studied through two mechanical tests: the usual pull-out test, which assessed the anchoring capacity of the CFRP rods, and the tension member test, which simulated the behavior of the CFRP rod bond in the tensile zone of an RC-structural element.

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