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Replaceable links with gusseted brace joints for eccentrically braced frames

机译:带有角撑板支撑接头的可更换连接件,用于偏心支撑框架

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Various replaceable link details were developed for use in steel eccentrically braced frames (EBFs) during the past decade. These details include but are not limited to bolted flush end-plated links, bolted extended end-plated links, web connected replaceable links, and bolted flange- and web-spliced links. Another detail which is based on splicing the beam outside the link and braces was recently proposed by the authors. The performance of this detail when used with directly connected braces was studied through experimental testing and acceptable performance was demonstrated. In practice gusseted attachments are widely used for connecting the braces to the beams in EBF systems. In this paper, the proposed detail by the authors is extended to replaceable links with gusseted brace attachments. The use of gusset plates enables to tailor the geometry of the replaceable link and allows different details to be developed. Three replaceable link details are proposed herein. The first detail employs standard gusset plated detail where splicing the beam is performed outside the connection region. The second detail develops a more compact replaceable link by connecting the beam to the link within the brace connection panel. The third detail is a pin connected detail where minimal amounts of bending moments are transferred to the brace member. The proposed details are studied by conducting nine nearly full-scale EBF tests under quasi static loading. The type of replaceable link, link length ratio, connection type, gap size of splice connections, demand-to-capacity ratio of members are considered as the prime variables. The inelastic rotation capacity provided by the replaceable links satisfied the requirements of the AISC Seismic Provisions for Structural Steel Buildings (AISC341-16). The links failed mainly due to fracture of the link web or flange. No failures were observed in the gusseted joints demonstrating the potential of the proposed details.
机译:在过去的十年中,开发了各种可更换的链节细节,以用于钢制偏心支撑框架(EBF)。这些详细信息包括但不限于螺栓平齐的端部连接件,螺栓延伸的端部连接件,连接腹板的可更换连接件以及连接法兰和腹板的螺栓连接件。作者最近提出了另一个细节,该细节基于在连接杆和支架外拼接梁。通过实验测试研究了这种细节与直接连接的支架一起使用时的性能,并证明了可接受的性能。在实践中,角撑板附件广泛用于将支架连接到EBF系统中的梁。在本文中,作者提出的详细信息已扩展到具有角撑板支撑附件的可替换链接。角撑板的使用可以调整可更换链节的几何形状,并可以开发出不同的细节。本文提出了三个可替换的链接详细信息。第一个细节采用标准的角撑板电镀细节,其中在连接区域之外进行梁的拼接。第二个细节通过将梁连接到支架连接面板内的连杆上,开发出了一种更紧凑的可更换连杆。第三细节是销连接细节,其中最小量的弯矩被传递到支撑构件。通过在准静态载荷下进行九次近乎完整的EBF测试来研究所提议的细节。主要的变量包括可替换链接的类型,链接长度比,连接类型,接头连接的间隙大小,成员的需求容量比。可替换链节提供的无弹性旋转能力满足AISC钢结构房屋抗震规定(AISC341-16)的要求。链接失败的主要原因是链接腹板或法兰断裂。在角撑板的接头中未观察到任何故障,表明了所提出的细节的潜力。

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