| 高强混凝土十字形异形柱梁柱节点承载力分析 |
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| 引用本文： | 唐承泰,赵文偲.高强混凝土十字形异形柱梁柱节点承载力分析[J].山西建筑,2009,35(20):63-64. |
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| 作者姓名： | 唐承泰 赵文偲 |
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| 作者单位： | 1. 湖南邵阳市第二建筑设计研究院,湖南,邵阳,422000
2. 昆明理工大学建筑工程学院,云南,昆明,650224 |
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| 摘 要： | 就节点区采用普通混凝土的十字形异形柱与采用高强混凝土的十字形异形柱分别进行有限元模拟，对比分析节点区采用不同混凝土后构件承载力提升的效果，得出使用高强混凝土的节点承载力比普通混凝土节点高的结论。
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| 关 键 词： | 高强混凝土 节点 抗拉强度 极限承载力 |
Analysis on loading capacity of high-strength concrete crossform special shaped columns' joint |
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| TANG Cheng-tai,ZHAO Wen-si.Analysis on loading capacity of high-strength concrete crossform special shaped columns' joint[J].Shanxi Architecture,2009,35(20):63-64. |
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| Authors: | TANG Cheng-tai ZHAO Wen-si |
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| Affiliation: | TANG Cheng-tai, ZHAO Wen-si |
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| Abstract: | The paper makes finite simulation on common concrete crossform special shaped columns' joint and high-strength concrete crossform special shaped columns' joint, compares the loading capacity of them, and then makes the concision that the loading capacity of high-strength concrete crossform special shaped columns' joint is stronger than the common one. |
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| Keywords: | high-strength concrete joint tensile strength limit loading capacity |
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