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Development of generalised design procedures for steel extended shear tab connections

Development of generalised design procedures for steel extended shear tab connections
钢加长剪切板连接通用设计程序的开发
批准号:
445775-2012
负责人:
Driver, Robert
金额:
$1.04万
依托单位:
依托单位国家:
加拿大
项目类别:
Collaborative Research and Development Grants
财政年份:
2014
资助国家:
加拿大
项目状态:
已结题
起止时间:
2014-01-01 至 2015-12-31

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中文摘要
翻译
剪力节点是传统钢框架结构中最常用的剪力节点之一,由于其结构简单,造价相对较低。已经对标准剪力片进行了大量的研究,其中连接偏心较小,并且剪力片固定在相对刚性的支座上,如柱翼缘。因此,标准剪切片的设计方法已经很成熟,在钢结构中也经常使用。然而,可用于扩展剪切片设计的信息要少得多,如果可以通过延伸板来简化连接,以保持螺栓连接区域没有任何障碍,从而清洁连接配置和简单的安装技术,则需要扩展剪切片。
英文摘要
Shear tabs are one of the most common shear connections used in conventional steel-frame construction due to their simplicity and relatively low cost. A significant amount of research has been done on standard shear tabs, where the connection eccentricity is small and the shear tab is affixed to a relatively rigid support such as a column flange. As such, design methods for standard shear tabs are well-established and they are used routinely in steel structures. However, far less information is available for the design of extended shear tabs, which are desirable for cases where joints can be simplified by extending the plate to keep the bolted connection region clear of any impediments to clean joint configurations and simple erection techniques.
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