Hysteretic Behavior of HPC Column-foundation Joint Subjected to Cyclic Horizontal Loads under Constant Axial Compression

DOI

10.2991/aece-16.2017.24How to use a DOI?

Keywords

structural capacity; hollow-precast concrete column; head-splice sleeve; horizontal cyclic

Abstract

This paper presents a test result to find the structural capacity of Hollow-Precast Concrete (HPC) column with Head-Splice Sleeve (HSS) for the connection of bars under horizontal cyclic load. Two Half scaled HPC column specimens were made with the consideration of construction process in site. The difference between the HPC specimens is the location of HSS for bar connection. The location of the first one is in the bottom slab or foundation while the other is above the bottom slab or foundation. Reinforced concrete (RC) column also was made for the comparison. In order to evaluate the hysteretic behavior of the specimens, horizontal cyclic load was applied to the top of specimen under constant axial load. From the test, it was confirmed that the HPC columns with HSS have enough structural capacity that can be emulated to RC column. This means that the HPC column with HSS can be used in the moment resisting frame system.

Copyright

© 2017, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Sooyeon SEO
AU  - Seolki KIM
AU  - Sangku KIM
AU  - Sanghyun NOH
AU  - Jongwook LIM
AU  - Geoncheol LEE
PY  - 2016/12
DA  - 2016/12
TI  - Hysteretic Behavior of HPC Column-foundation Joint Subjected to Cyclic Horizontal Loads under Constant Axial Compression
BT  - Proceedings of the 2016 International Conference on Architectural Engineering and Civil Engineering
PB  - Atlantis Press
SP  - 102
EP  - 105
SN  - 2352-5401
UR  - https://doi.org/10.2991/aece-16.2017.24
DO  - 10.2991/aece-16.2017.24
ID  - SEO2016/12
ER  -