| Title |
Hysteretic Behavior of Horizontal Connections in Precast Concrete Shear Walls |
| Authors |
이상섭(Lee, Sang-Sup) ; 홍성엽(Hong, Sung-Yub) ; 배규웅(Bae, Kyu-Woong) |
| DOI |
https://doi.org/10.5659/JAIK.2020.36.7.155 |
| Keywords |
Precast concrete wall; Shear wall; Horizontal connection; Splice Sleeve; Wall shoe |
| Abstract |
Precast concrete walls can be one of solutions to quickly build the core structure in modular buildings. The horizontal connection of PC
load-bearing wall requires vertical continuity across joints to acquire the strength and stability of the structure. To achieve continuity, the
horizontal joints are designed as an emulative connection which performs similarly to monolithic wall of cast-in-place structure. A common
method of emulative detailing in the horizontal connection between PC walls is the use of splice sleeve, known as mechanical splices. In this
study, the wall shoe, a temporary connector, which is necessary for construction safety when assembling PC walls and the splice sleeves that
is able to secure vertical continuity are investigated experimentally in consideration of field conditions, and compared with the strength
according to structural design codes. |