| 種別 | 論文 |
| 主題 | EXPERIMENTAL STUDY TO EVALUATE YIELDING POINT OF A REINFORCED CONCRETE BEAM WITH SLAB |
| 副題 | |
| 筆頭著者 | Pranjal Satya（Nagoya University） |
| 連名者1 | 浅井竜也（名古屋大学） |
| 連名者2 | 勅使川原正臣（名古屋大学） |
| 連名者3 | 丸山一平（名古屋大学） |
| 連名者4 | |
| 連名者5 | |
| キーワード | RC beam-slab、 Load-displacement、 yield point、 component contribution、 energy absorption |
| 巻 | 42 |
| 号 | 2 |
| 先頭ページ | 217 |
| 末尾ページ | 222 |
| 年度 | 2020 |
| 要旨 | Several studies have been carried out to understand the performance of beam with slab specimen as a monolithic or composite structure. These studies are useful in understanding and defining the contribution of slabs. The concept of effective width has been used in RC standards to evaluate the contribution of a slab to the beams in terms of stiffness and moment of resistance. Stiffness degradation coefficient after cracking is also affected by effective width consideration. The contribution of stiffness and moment capacity has to be quantified. A precise definition of yield deformation is very significant in the context of seismic loads and seismic performance of an RC structure. Therefore, accurate prediction of yield deformation is required. Since, the yield point is characterized by significant energy absorption therefore energy absorption is also a good index to define the yield point of RC structures. |
| PDFファイル名 | 042-01-2037.pdf |