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 |
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ページ(範囲) | 991-996 |
ページ数 | 6 |
ジャーナル | AIJ Journal of Technology and Design |
巻 | 16 |
号 | 34 |
DOI | |
出版ステータス | Published - 2010 10月 |
外部発表 | はい |
ASJC Scopus subject areas
- 建築
- 建築および建設