Development of steel beams - Prestressed PCa column joint

Takeshi Fukuhara, Yasuyoshi Miyauchi, Yuji Ishikawa, Naomiki Suzuki

Research output: Contribution to journalArticle

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 languageEnglish
Pages (from-to)991-996
Number of pages6
JournalAIJ Journal of Technology and Design
Volume16
Issue number34
DOIs
Publication statusPublished - 2010 Oct 1

Keywords

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

ASJC Scopus subject areas

  • Architecture
  • Building and Construction

Fingerprint Dive into the research topics of 'Development of steel beams - Prestressed PCa column joint'. Together they form a unique fingerprint.

  • Cite this