Development of steel beams - Prestressed PCa column joint

Takeshi Fukuhara, Yasuyoshi Miyauchi, Yuji Ishikawa, Naomiki Suzuki

研究成果: Article

抄録

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.

本文言語English
ページ(範囲)991-996
ページ数6
ジャーナルAIJ Journal of Technology and Design
16
34
DOI
出版ステータスPublished - 2010 10 1
外部発表はい

ASJC Scopus subject areas

  • Architecture
  • Building and Construction

フィンガープリント 「Development of steel beams - Prestressed PCa column joint」の研究トピックを掘り下げます。これらがまとまってユニークなフィンガープリントを構成します。

引用スタイル