| 種別 | Paper |
| 主題 | Application of the Modified Lattice Model to Simulate Shear Failure of RC Beams |
| 副題 | |
| 筆頭著者 | Fawzy Mohamed EL-BEHAIRY（Nagoya University） |
| 連名者1 | Junichiro 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 | Arch element,Modified Lattice Model,Shear resisting mechanism,subdiagonal element,total potential energy |
| 巻 | 20 |
| 号 | 3 |
| 先頭ページ | 361 |
| 末尾ページ | 366 |
| 年度 | 1998 |
| 要旨 | Application of the modified Lattice Model is carried out for the different RC beams.Angle of inclination of the diagonal members and the rational discretization method for the truss member are very important parameters affecting the results of the Modified Lattice Model.These effect are studied in this paper for the different RC beams.Application of the modified Lattice Model for shear failure simulation is carried out.The change of the stress states in each member inside the beam is investigated.According to the simulation of the shear resisting mechanism,the Modified Lattice Model can simulate the shear failure mode with a very smart way. |
| PDFファイル名 | 020-01-3061.pdf |