鄂尔多斯体育馆钢屋盖结构分析

来源 :第三届中国钢结构产业高峰论坛 | 被引量 : 0次 | 上传用户：lollio

【摘要】

：

鄂尔多斯体育馆钢屋盖结构造型美观,其短向跨度达126.6m,属于超限结构且对风荷载比较敏感.根据风洞试验结果,基于3D3S和ANSYS对屋盖进行了自振特性分析,反应谱分析,整体稳定承载力分析及各荷载组合下的静力分析,分析结果表明结构满足承载力极限状态和正常使用极限状态要求,安全可靠.

【作者】

：

张其林

【机构】

：

同济大学,上海200092

【出处】

：

第三届中国钢结构产业高峰论坛

【发表日期】

：

2012年5期

【关键词】

：

建筑工程钢结构空间桁架荷载分析

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鄂尔多斯体育馆钢屋盖结构分析

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