Cyclic response of a precast composite hollow reinforced concrete column using longitudinal rebars and base plate

Kyung Ryul Cha, Jihye Seo, Seungjun Kim, Young Jong Kang, Deokhee Won

Research output: Contribution to journalArticle

2 Citations (Scopus)

Abstract

In this research, the precast segmental construction of composite hollow reinforced concrete (RC) columns was studied. The precast segmental construction of composite hollow RC column requires guidelines for the connections between the bent cap and column segment, connections between column segmental joints, and connections between column segment and footing. The connection methods for different precast composite hollow RC piers were experimentally studied for rational resistance against shear force and bending moments. Two types of precast composite hollow RC columns and cast-in-place column were studied in this paper. The performance of these columns was evaluated through experiments. The precast column erected with a base-plate connection exhibited a performance similar to the cast-in-place column.

Original languageEnglish
JournalStructural Concrete
DOIs
Publication statusAccepted/In press - 2017

Fingerprint

Reinforced concrete
Composite materials
Piers
Bending moments
Experiments

Keywords

  • Cast-in-place
  • Composite
  • Connection
  • Experimental study
  • Precast column

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Materials Science(all)
  • Mechanics of Materials

Cite this

Cyclic response of a precast composite hollow reinforced concrete column using longitudinal rebars and base plate. / Cha, Kyung Ryul; Seo, Jihye; Kim, Seungjun; Kang, Young Jong; Won, Deokhee.

In: Structural Concrete, 2017.

Research output: Contribution to journalArticle

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