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南通市体育会展中心分叉柱底铸钢支座节点有限元分析

FINITE ELEMENT ANALYSIS OF CAST-STEEL JOINTS AT BOTTOM OF BIFURCATED COLUMN FOR CENTER OF EXHIBITION AND SPORTS IN NANTONG

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【作者】 罗旭斌马军彭桂平

【Author】 Luo Xubin Ma Jun Peng Guiping (College of Civil Engineering,Southeast University Nanjing 210096)

【机构】 东南大学土木工程学院东南大学土木工程学院 南京210096南京210096

【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。

【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 .

  • 【分类号】TU391
  • 【被引频次】14
  • 【下载频次】251
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