Analytical study on exposed-type column base of concrete filled steel tube

Tao Li, Li Li, Akihiko Kawano

研究成果: Chapter in Book/Report/Conference proceedingConference contribution

抄録

An extensive parametric study on the flexural resistance of exposed-type column base of concrete filled steel tube (CFT) was carried out using an elasto-plastic analysis method that was proposed by the authors. In the analysis, force-deformation relationships of anchor bolt, base plate, and concrete in the connection panel of a column base were taken into account. The considerable influential factors on flexural resistances of column bases were discussed. Comparing the calculated flexural resistance according to the Japanese standards with the results obtained from the analyses, it was clear that the current Japanese standards underestimate the flexural resistances of the column bases which were subjected to higher axial forces.

本文言語英語
ホスト出版物のタイトルReal Structures
ホスト出版物のサブタイトルBridges and Tall Buildings - Proceedings of the 10th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2010
ページ571-576
ページ数6
出版ステータス出版済み - 12 1 2006
イベント10th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2010 - Bangkok, タイ
継続期間: 8 3 20068 5 2006

出版物シリーズ

名前Real Structures: Bridges and Tall Buildings - Proceedings of the 10th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2010
4

その他

その他10th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2010
国/地域タイ
CityBangkok
Period8/3/068/5/06

All Science Journal Classification (ASJC) codes

  • 土木構造工学
  • 建築および建設

フィンガープリント

「Analytical study on exposed-type column base of concrete filled steel tube」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