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Experimental Study of Column-Fondation Joint Using Semi Precast System Subjected to Axial and Lateral Cyclic Loading
Guntur Nugroho

Department of Civil Engineering, Faculty of Engineering Universitas Muhammadiyah Yogyakarta.
guntur.nugroho[at]umy.ac.id


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-inplace and precast concrete. This aim of this research is to investigate the behaviour of column-fondation joint of semi-precast concrete column under axial and lateral cyclic loading. The behaviour of column-fondation joint of semi-precast concrete column has been evaluated by using ACI T1.1.2001. The result show that the column complies with acceptance criteria of ACI T1.1-01 at point c. Thereby column bataton 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 T1.1-01).

Keywords: Semi-precast, Column, Cyclic Loading

Topic: International Symposium of Civil, Environmental, and Infrastructure Engineering

Link: https://ifory.id/abstract/e62Cba7gUjQX

Conference: The 3rd International Conference on Sustainability and Innovation (ICoSI 2019)

Plain Format | Corresponding Author (Guntur Nugroho)

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