References [1] Effect of anchors on the seismic performance of exposed column-base plate weak-axis connections. Journal of Building Engineering (2020). [2] Cyclic behaviour and design methodology ...

The original base shoe design for the deadend tower placed eight anchor bolts in a square bolt pattern, one in each corner, and one at the midpoint of each face. In this arrangement, the anchor bolts ...

For instance, investigations into the seismic performance of exposed column-base plate connections have revealed that modifications in anchor arrangements can substantially reduce the ‘rocking ...