| 南通市体育会展中心分叉柱底铸钢支座节点有限元分析 |
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| 引用本文： | 罗旭斌,马军,彭桂平.南通市体育会展中心分叉柱底铸钢支座节点有限元分析[J].钢结构,2006,21(4):46-49,52. |
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| 作者姓名： | 罗旭斌 马军 彭桂平 |
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| 作者单位： | 东南大学,土木工程学院,南京,210096;东南大学,土木工程学院,南京,210096;东南大学,土木工程学院,南京,210096 |
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| 摘 要： | 铸钢节点作为一种新型的节点形式目前已经广泛应用于大跨空间结构中。应用有限元软件,对南通市体育会展中心分叉柱底铸钢支座节点进行了有限元分析,模拟出该节点的实际工作状况,并通过试验加以验证,可供工程设计参考。
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| 关 键 词： | 铸钢节点 有限元分析 分叉柱 |
| 修稿时间： | 2006年3月6日 |
FINITE ELEMENT ANALYSIS OF CAST-STEEL JOINTS AT BOTTOM OF BIFURCATED COLUMN FOR CENTER OF EXHIBITION AND SPORTS IN NANTONG |
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| Luo Xubin,Ma Jun,Peng Guiping.FINITE ELEMENT ANALYSIS OF CAST-STEEL JOINTS AT BOTTOM OF BIFURCATED COLUMN FOR CENTER OF EXHIBITION AND SPORTS IN NANTONG[J].Steel Construction,2006,21(4):46-49,52. |
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| Authors: | Luo Xubin Ma Jun Peng Guiping |
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| Abstract: | As one of the newest joint types,the cast-steel joints are utilized widely in the large-span space structures. Using finite element analysis software,it is particularly analyzed the cast-steel joints designed at the bottom of the bifurcated column for Center of Exhibition and Sports in Nantong,the cast-steel joints' working status is simulated,and the results are verified according to tests,and then it can be refered to the engineering design . |
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| Keywords: | cast-steel joint finite element analysis bifurcated column |
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