PDF(1549 KB)
The steel tubular tower K joint’s local bearing capacity investigation which worked under the different shear.
Electric Power Construction ›› 2011, Vol. 32 ›› Issue (2) : 19-23.
PDF(1549 KB)
PDF(1549 KB)
The steel tubular tower K joint’s local bearing capacity investigation which worked under the different shear.
Abstract: By analyzing the impaction of the different arm length on non-enhancing ring plate, 1 / 4 ring stiffener, 1 / 2 ring and ring stiffeners’ bearing capacity and compared with the experimental data. We can draw the conclusion that the shear can reduce the bearing capacity. The bearing capacity of non-enhancing is low, so the shear has the little influence on it. Whereas ring stiffener’s bearing capacity is large, the shear has more influence on it than non-enhancing ring plate.
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