抄録
3-D finite element analyses were conducted on post-tensioned precast concrete frames to investigate the shear behaviors of beam-column joints having some openings through sheaths. The compressive damage and confining effect in the beam-column joints were numerically estimated based on the 3-D stress state. Analytical results indicated that the shear strength of the beam-column joint decreased considerably with increasing opening ratio without beams installed orthogonally. If, however, the orthogonal beams were installed, the shear strength of the beam-column joint increased by 20 % and the decrease in shear strength due to opening was softened because a high confining pressure was generated.
| 本文言語 | English |
|---|---|
| ページ（範囲） | 1449-1459 |
| ページ数 | 11 |
| ジャーナル | Journal of Structural and Construction Engineering |
| 巻 | 82 |
| 号 | 739 |
| DOI | |
| 出版ステータス | Published - 2017 9 1 |
ASJC Scopus subject areas
- Architecture
- Building and Construction