Elasto-Plastic Behavior of Steel Pipe Beam-Column subjected to Cyclic Horizontal and Torsional Loads

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概要

• 論文の詳細を見る

• The inelastic behavior of cantilever column with circular hollow section subjected to repeated proportional loading of horizontal and torsional loads under a constant axial compression is studied. An accurate numerical method for steel space frames and members with closed thin walled section which was developed by the authors is used to investigate the behavior. It is shown that a nonstationary characteristics, increase of out-of-plane deformation, is observed even in the column without an axial compressive load and a strong axial compressive load causes a significant divergence of out-of-plane deformation.

• 長崎大学の論文

著者

• Li Jianping

  Dept. Of Structural Engineering Faculty Of Engineering Nagasaki Uniersity

• Li Jianping

  Dept. Of Frontier Informatics Graduate School Of Frontier Sciences The University Of Tokyo

• OKA Nobuo

  Japan Steel Tower Co., Ltd.

• Oka Nobuo

  Japan Steel Tower Co. Ltd.

• Shugyo Minoru

  Dept. Of Structural Engineering Faculty Of Engineering Nagasaki Uniersity

• Li Jiang-Ping

  Dept. of Structural Engineering, Faculty of Engineering, Nagasaki Uniersity

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