| 種別 | 論文 |
| 主題 | EFFECT OF MATERIAL MODELS ON NUMERICAL RESULT OF A FLEXURE-SHEAR-CRITICAL RC COLUMN |
| 副題 | |
| 筆頭著者 | 李文聰（福岡大学 Department of Architecure） |
| 連名者1 | |
| 連名者2 | |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | flexure-shear-critical RC column、material model、OpenSees、shear limit curve、VecTor2 |
| 巻 | 37 |
| 号 | 2 |
| 先頭ページ | 151 |
| 末尾ページ | 156 |
| 年度 | 2015 |
| 要旨 | Predicting the inelastic hysteretic behavior of shear-critical or flexure-shear-critical RC columns still remains challenging. In this paper, two numerical modelling methods for a flexure-shear-critical RC column are evaluated. One is based on fiber-section element with lumped shear spring characterized by shear limit curve in OpenSees; the effects of hysteretic behavior for longitudinal reinforcement on the numerical results are investigated. The other is modelled with continuum element based on the MCFT/DSFM using VecTor2. Both methods can predict the shear-related hysteretic behavior of the RC column, if appropriate models are provided. |
| PDFファイル名 | 037-01-2026.pdf |