Development of steel beams - Prestressed PCa column joint

Takeshi Fukuhara; Yasuyoshi Miyauchi; Yuji Ishikawa; Naomiki Suzuki

doi:10.3130/aijt.16.991

Development of steel beams - Prestressed PCa column joint

Takeshi Fukuhara, Yasuyoshi Miyauchi, Yuji Ishikawa, Naomiki Suzuki

Research output: Contribution to journal › Article › peer-review

Abstract

This paper presents the results of the experimental study on the seismic performance of Reinforced Concrete Column-Steel Beam frame systems with centrifugally molded PCa Columns, which are made using the production line of PRC piles. At first, two basic tests, the tensile test of Non-Diaphragm-pipes and the compression test of the joint filling mortar between the PRC Column and steel pipe, were carried out. Afterward, two interior beam-column joints were tested under reversed cyclic loads while subjected to constant axial compression. Finally, a procedure to evaluate the seismic capacity of steel beam-PCa column joints is presented.

Original language	English
Pages (from-to)	991-996
Number of pages	6
Journal	AIJ Journal of Technology and Design
Volume	16
Issue number	34
DOIs	https://doi.org/10.3130/aijt.16.991
Publication status	Published - 2010 Oct
Externally published	Yes

Keywords

Centrifugally cast PCa columns
Non-diaphragm
Precast
Prestressed
Steel beam - concrete column joint

ASJC Scopus subject areas

Architecture
Building and Construction

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10.3130/aijt.16.991

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title = "Development of steel beams - Prestressed PCa column joint",

abstract = "This paper presents the results of the experimental study on the seismic performance of Reinforced Concrete Column-Steel Beam frame systems with centrifugally molded PCa Columns, which are made using the production line of PRC piles. At first, two basic tests, the tensile test of Non-Diaphragm-pipes and the compression test of the joint filling mortar between the PRC Column and steel pipe, were carried out. Afterward, two interior beam-column joints were tested under reversed cyclic loads while subjected to constant axial compression. Finally, a procedure to evaluate the seismic capacity of steel beam-PCa column joints is presented.",

keywords = "Centrifugally cast PCa columns, Non-diaphragm, Precast, Prestressed, Steel beam - concrete column joint",

author = "Takeshi Fukuhara and Yasuyoshi Miyauchi and Yuji Ishikawa and Naomiki Suzuki",

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AU - Fukuhara, Takeshi

AU - Miyauchi, Yasuyoshi

AU - Ishikawa, Yuji

AU - Suzuki, Naomiki

PY - 2010/10

Y1 - 2010/10

N2 - This paper presents the results of the experimental study on the seismic performance of Reinforced Concrete Column-Steel Beam frame systems with centrifugally molded PCa Columns, which are made using the production line of PRC piles. At first, two basic tests, the tensile test of Non-Diaphragm-pipes and the compression test of the joint filling mortar between the PRC Column and steel pipe, were carried out. Afterward, two interior beam-column joints were tested under reversed cyclic loads while subjected to constant axial compression. Finally, a procedure to evaluate the seismic capacity of steel beam-PCa column joints is presented.

AB - This paper presents the results of the experimental study on the seismic performance of Reinforced Concrete Column-Steel Beam frame systems with centrifugally molded PCa Columns, which are made using the production line of PRC piles. At first, two basic tests, the tensile test of Non-Diaphragm-pipes and the compression test of the joint filling mortar between the PRC Column and steel pipe, were carried out. Afterward, two interior beam-column joints were tested under reversed cyclic loads while subjected to constant axial compression. Finally, a procedure to evaluate the seismic capacity of steel beam-PCa column joints is presented.

KW - Centrifugally cast PCa columns

KW - Non-diaphragm

KW - Precast

KW - Prestressed

KW - Steel beam - concrete column joint

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Development of steel beams - Prestressed PCa column joint

Abstract

Keywords

ASJC Scopus subject areas

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