| 種別 | paper |
| 主題 | Cyclic Behavior of the RC Columns Using the Modified Lattice Model |
| 副題 | |
| 筆頭著者 | F. M. El-BEHAIRY（Nagoya University） |
| 連名者1 | J. NIWA（Tokyo Institute of Technology） |
| 連名者2 | Tada-aki TANABE（Nagoya University） |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | Modified Lattice Model, Normal Lattice Model, total potential energy, and cyclic torsion. |
| 巻 | 21 |
| 号 | 3 |
| 先頭ページ | 631 |
| 末尾ページ | 636 |
| 年度 | 1999 |
| 要旨 | The Modified Lattice Model is extended into the three dimensions. Cyclic torsion is selected to study the applicability of the suggested model. Investigation of the response of reinforced concrete columns under the cyclic torsion is studied using the suggested 3-D Model. Evaluation of shear strength of the existing column is carried out. The response of different RC columns is predicted. The change of the width of the arch element is shown during the loading stages for the studied cases. The numerical results for both of the Normal Lattice Model and the Modified Lattice Model are compared successfully with the experimental results. |
| PDFファイル名 | 021-01-3106.pdf |