Experimental Study Of Column-Fonudation Joint Using Semi-Precast System Subjected To Axial And Lateral Cyclic Loading
Available Online October 2019.
- https://doi.org/10.2991/icosite-19.2019.29How to use a DOI?
- column-fondation, cyclic loading, semi-pricast.
- Semi-precast column consists of the combination of cast-in-place concrete and segmental precast concrete. In semi-precast concrete column, difference in compressive strength exists between the cast-in-place and precast concrete. The aim of this research is to investigate the behaviour of column-foundation joint of semi-precast concrete column under axial and lateral cyclic loading. The behaviour of column-foundation joint of semi-precast concrete column has been evaluated by using ACI T1.1.2005. The result shows that the column complies with acceptance criteria of ACI T1.1-05 at point c. Thereby semi- precast column can be used only at the moderate moment resisting frame system (SRPMM) of precast concrete structure, with maximum value of R (modifications response factor) is 6 (ACI T1.1-05).
- Open Access
- This is an open access article distributed under the CC BY-NC license.
Cite this article
TY - CONF AU - Guntur Nugroho PY - 2019/10 DA - 2019/10 TI - Experimental Study Of Column-Fonudation Joint Using Semi-Precast System Subjected To Axial And Lateral Cyclic Loading BT - Proceedings of the Third International Conference on Sustainable Innovation 2019 – Technology and Engineering (IcoSITE 2019) PB - Atlantis Press SP - 149 EP - 152 SN - 2352-5401 UR - https://doi.org/10.2991/icosite-19.2019.29 DO - https://doi.org/10.2991/icosite-19.2019.29 ID - Nugroho2019/10 ER -