Proceedings of the Third International Conference on Sustainable Innovation 2019 – Technology and Engineering (IcoSITE 2019)

Experimental Study Of Column-Fonudation Joint Using Semi-Precast System Subjected To Axial And Lateral Cyclic Loading

Authors
Guntur Nugroho
Corresponding Author
Guntur Nugroho
Available Online October 2019.
DOI
https://doi.org/10.2991/icosite-19.2019.29How to use a DOI?
Keywords
column-fondation, cyclic loading, semi-pricast.
Abstract
­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.

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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  -