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特殊桁架式钢框架梁柱节点的滞回性能研究

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摘要 为了研究特殊桁架式钢框架梁柱节点滞回性能,文章重点考虑该连接节点的材料强度、桁架高度、弦杆截面三个方面的参数,并采用ABAQUS有限元软件建立其模型,系统分析该梁柱节点在往复循环荷载作用下的滞回性能。
机构地区 苏州科技大学
出处 《安徽建筑》 2024年第12期48-50,共3页 Anhui Architecture
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