| SRC异型柱正截面承载力试验研究 |
| |
| 引用本文： | 曲延全.SRC异型柱正截面承载力试验研究[J].建筑技术,2011,42(8):745-748. |
| |
| 作者姓名： | 曲延全 |
| |
| 作者单位： | 苏州科技学院,215011,江苏苏州 |
| |
| 基金项目： | 江苏省自然科学基金资助项目(BK2009130); 苏州市建设系统科研项目(2009-10) |
| |
| 摘 要： | 为研究地震作用下SRC异型柱正截面的承载力和受力性能，设计了8个试件进行低周反复加载试验，通过观察试件的破坏形态，分析试件的受力性能，获取试件的滞回曲线、承载力和变形等重要参数。试验结果表明，8个试件的破坏形态均为正截面压弯破坏。
|
| 关 键 词： | 型钢混凝土 异型柱 正截面承载力 受力性能 |
EXPERIMENTAL STUDY ON THE NORMAL SECTION BEARING CAPACITY OF SRC SPECIAL-SHAPED COLUMNS |
| |
| QU Yan-quan.EXPERIMENTAL STUDY ON THE NORMAL SECTION BEARING CAPACITY OF SRC SPECIAL-SHAPED COLUMNS[J].Architecture Technology,2011,42(8):745-748. |
| |
| Authors: | QU Yan-quan |
| |
| Affiliation: | QU Yan-quan(University of Science and Technology of Suzhou,215011,Suzhou,Jiangsu,China) |
| |
| Abstract: | In order to study the normal section bearing capacity and mechanical behaviors of SRC special-shaped columns,8 specimens were designed for low cyclic reversed loading test.The failure patterns,mechanical behaviors,loading-displacement hysteretic curves,loading bearing capacity and deformation were obtained from the test.Experimental results show that the failure patterns of 8 specimens are the compression-bending failure of normal section. |
| |
| Keywords: | steel reinforced concrete special-shaped columns normal section bearing capacity mechanical behaviors |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
