抄録
This paper describes the seismic performance of the beam-to-column connections of steel rigid frame piers. The purpose of the authors' research is to ascertain the elasto-plastic behavior of the beam-to-column connections of a steel rigid frame pier, as this has yet to be clarified. To this end, cyclic loading experiments were conducted on test specimens with structural parameters similar to actual structures. This was done with a particular focus on the connections' web panels, which are shear panels, in order to examine their buckling modes, strength, and ductility. A review of the experiment results revealed that, depending on what parameters were set, there were differences in both the damage process and the buckling mode. This review also clarified that the difference in the mode of buckling had a particularly large impact on the web panels' ductility.
| 元の言語 | English |
|---|---|
| ホスト出版物のタイトル | Procedia Engineering |
| ページ | 100-107 |
| ページ数 | 8 |
| 巻 | 14 |
| DOI | |
| 出版物ステータス | Published - 2011 |
| 外部発表 | Yes |
| イベント | 12th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC12 - Hong Kong, Hong Kong 継続期間: 2011 1 26 → 2011 1 28 |
Other
| Other | 12th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC12 |
|---|---|
| 国 | Hong Kong |
| 市 | Hong Kong |
| 期間 | 11/1/26 → 11/1/28 |
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ASJC Scopus subject areas
- Engineering(all)
これを引用
Effect of shear panels on elasto-plastic behavior of beam-to-column connections of steel rigid flame piers. / Mishima, Y.; Ono, Kiyoshi; Miyoshi, T.; Nishimura, N.
Procedia Engineering. 巻 14 2011. p. 100-107.研究成果: Conference contribution
}
TY - GEN
T1 - Effect of shear panels on elasto-plastic behavior of beam-to-column connections of steel rigid flame piers
AU - Mishima, Y.
AU - Ono, Kiyoshi
AU - Miyoshi, T.
AU - Nishimura, N.
PY - 2011
Y1 - 2011
N2 - This paper describes the seismic performance of the beam-to-column connections of steel rigid frame piers. The purpose of the authors' research is to ascertain the elasto-plastic behavior of the beam-to-column connections of a steel rigid frame pier, as this has yet to be clarified. To this end, cyclic loading experiments were conducted on test specimens with structural parameters similar to actual structures. This was done with a particular focus on the connections' web panels, which are shear panels, in order to examine their buckling modes, strength, and ductility. A review of the experiment results revealed that, depending on what parameters were set, there were differences in both the damage process and the buckling mode. This review also clarified that the difference in the mode of buckling had a particularly large impact on the web panels' ductility.
AB - This paper describes the seismic performance of the beam-to-column connections of steel rigid frame piers. The purpose of the authors' research is to ascertain the elasto-plastic behavior of the beam-to-column connections of a steel rigid frame pier, as this has yet to be clarified. To this end, cyclic loading experiments were conducted on test specimens with structural parameters similar to actual structures. This was done with a particular focus on the connections' web panels, which are shear panels, in order to examine their buckling modes, strength, and ductility. A review of the experiment results revealed that, depending on what parameters were set, there were differences in both the damage process and the buckling mode. This review also clarified that the difference in the mode of buckling had a particularly large impact on the web panels' ductility.
KW - Beam-to-column connections
KW - Buckling mode
KW - Ductility
KW - Steel rigid frame piers
KW - Strength
UR - http://www.scopus.com/inward/record.url?scp=80054780185&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=80054780185&partnerID=8YFLogxK
U2 - 10.1016/j.proeng.2011.07.011
DO - 10.1016/j.proeng.2011.07.011
M3 - Conference contribution
AN - SCOPUS:80054780185
VL - 14
SP - 100
EP - 107
BT - Procedia Engineering
ER -