This paper presents a detailed finite element modeling scheme to simulate the cyclic
response of RC columns considering low-cycle fatigue and bond-slip of reinforcement. The …

It is often required to provide a reinforcing steel splicing arrangement with non-contact lap
splices due to the limitation of internal space or geometric irregularity for the connection of …

This study presents a seismic design methodology for precast concrete column-to-pile shaft
member socket connections. In designing such connections, the intent was to ensure that …

The structural performance of large-scale rectangular column-circular drilled shaft interface
using non-contact splices is investigated through experimental study and numerical …

This paper presents a numerical investigation to examine the bond-slip behavior of column
longitudinal reinforcing bars embedded in oversized pile shafts and to determine the …

Considering the flexibility of construction and convenience of transportation, the lap splice
connection using dowel or lapped bars between double-steel-plate composite (DSC) walls …

This paper presents an analytical model to determine the bar slip and pullout capacity of
straight bars embedded in well-confined concrete. The model provides a closed-form …

Drilled shaft foundations are often used to support reinforced concrete bridge columns
founded in soft soils or in locations where a small footprint is desired. Increasingly, the shaft …

Large diameter bars are often used in large civil infrastructure projects such as bridges,
power stations, large mat footings, and are occasionally used as reinforcement in buildings …

The connection between columns and the supporting mono-drilled shafts is typically a
construction joint. Such joints would often require the use of non-contact splices to facilitate …