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Table 1 Tested specimens and splicing methods.

From: Seismic Performance of Precast Concrete Columns with Improved U-type Reinforcement Ferrule Connections

Specimens

Splicing methods

BASE

Cast-in-place

ZP1

Previous URF connection

ZP2

Extrusion sleeve connection

ZP3

URF connection with 10d-long welding—identical position between two sides

ZP4

URF connection with 10d-long welding—staggered position between two sides

ZP5

URF connection with 15d-long welding—identical position between two sides

ZP6

URF connection with full-length welding

  1. d refers to the diameter of U-type longitudinal reinforcement.