| 钢筋混凝土斜向受力压弯构件的抗震性能 |
| |
| 引用本文： | 王社良. 钢筋混凝土斜向受力压弯构件的抗震性能[J]. 西安建筑科技大学学报(自然科学版), 1995, 27(3): 279-283 |
| |
| 作者姓名： | 王社良 |
| |
| 作者单位： | 西安建筑科技大学建筑工程系 |
| |
| 摘 要： | 通过１８根钢筋混凝土斜向受力压弯构件的试验研究和５４根模型构件的全过程分析，考察了影响压弯构件抗震性能的主要因素，探讨了斜向受力压弯构件的扭曲变形。
|
| 关 键 词： | 钢筋混凝土 压弯构件 抗震性能 受力 |
On earthquake-resistant behavior of R C columns under axial load and diagonal bending |
| |
| Wang Sheliang. On earthquake-resistant behavior of R C columns under axial load and diagonal bending[J]. Journal of Xi'an University of Architecture & Technology, 1995, 27(3): 279-283 |
| |
| Authors: | Wang Sheliang |
| |
| Abstract: | According to the experimental results of 18 R C diagonal flexural-compression members andthe complete analyses of 54 models, various parameters effecting on earthquake-resistant behavior of RC oblique forcing columns are studied, and the tortional deformations of R C columns are also investigated as well. |
| |
| Keywords: | s: einforced concrete earthquake resistant behavior/flexural-compression member complete analysis |
| 本文献已被 CNKI 维普 等数据库收录！ |
