摘要
结合具体工程实例,采用通用有限元分析软件SAP2000建立节点有限元实体分析模型,对给定荷载组合下窑尾塔架梁柱节点的受力性能进行了研究,结果表明整个节点处的应力均控制在设计范围内,该节点可以广泛的应用于窑尾钢塔架的设计中。
Combining with the factual engineering examples, the paper adopts the common finite element software SAP2000, to establish the finite solid analyzing model of the joint, researches the stressed performance of the joints under the given loading combination, and proves by the result that the stress of the whole joint is under control of the design, so the joint can be extensively adopted in the design for the steel tower framework of kiln tail.
出处
《山西建筑》
2013年第7期35-37,共3页
Shanxi Architecture
关键词
烧成窑尾
预热器塔架
钢管混凝土柱-H形钢梁
节点性能
firing kiln tail
tower framework of forewarmer
steel pipe concrete column-H-shaped steel beam
joint performance
