| 高强混凝土剪力墙受弯承载力研究 |
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| 引用本文： | 陶松平,姜维山,梁兴文. 高强混凝土剪力墙受弯承载力研究[J]. 工业建筑, 2008, 0(Z1) |
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| 作者姓名： | 陶松平 姜维山 梁兴文 |
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| 作者单位： | 西安建筑科技大学土木工程学院 西安710055 |
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| 基金项目： | 国家自然科学基金资助项目 |
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| 摘 要： | 通过4片高强混凝土剪力墙及参考国外6片剪力墙试验资料,研究弯曲屈服后剪压破坏性能,分析了墙的受弯承载力,探求一个简洁的高强混凝土剪力墙压、弯、剪作用下正截面受弯承载力计算公式,该简化计算公式比较符合试验结果。
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| 关 键 词： | 高强混凝土剪力墙压 弯 剪作用弯曲屈服后剪压破坏受弯承载力 |
EXPERIMENTAL RESEARCH ON FLEXURAL BEARING CAPACITY OF HIGH STRENGTH CONERETE SHEAR WALL |
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| Tao Songping Jiang Weishan Liang Xingwen. EXPERIMENTAL RESEARCH ON FLEXURAL BEARING CAPACITY OF HIGH STRENGTH CONERETE SHEAR WALL[J]. Industrial Construction, 2008, 0(Z1) |
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| Authors: | Tao Songping Jiang Weishan Liang Xingwen |
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| Abstract: | It is studied the performance of shear compression failure after bending yielding of high strength concrete shear walls and also analyzed flexural bearing capacity of wall through four high strength concrete shear walls and referring to other six strength concrete shear walls test overseas,and aim to search a brief formula of flexural bearing capacity of normal section of high strength shear concrete wall subjected to the combined action of compressing,bending and shearing, the formula accords with the result of test comparatively. |
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| Keywords: | high strength shear concrete wall action of compressing bending and shearing shear compression failure after bending yielding flexural bearing capacity |
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