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首页> 外文期刊>International journal of steel structures >Reducing the In-plane Effect of Infill on Steel Moment Frame
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Reducing the In-plane Effect of Infill on Steel Moment Frame

机译：减少填充物对钢制弯矩框架的面内影响

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摘要

In this paper, four large-scale one-story steel moment-resisting frame specimens have been tested. The first specimen is a onestory steel moment-resisting frame without masonry infill walls. The second is similar to the first but with infill wall having full physical contact to the frame. The other two are non-structural infill walls. The first non-structural infill wall has a complete decoupling from the frame, while the second has a full contact at the top of the wall and separated from the columns. The results of this paper have shown that life safety performance level for non-structural infill wall having a complete decoupling from the frame has satisfied the allowable story drift. This was not the case for infill wall having full physical contact to the frame or nonstructural infill walls sepatared from two sides.
机译：在本文中，已经测试了四个大型的一层钢框架抗弯框架标本。第一个标本是不带砖石填充墙的钢制抗弯框架。第二个类似于第一个，但填充壁与框架完全物理接触。另外两个是非结构填充墙。第一个非结构填充墙与框架完全脱开，而第二个在墙顶部完全接触并与立柱分开。本文的结果表明，与框架完全脱开的非结构填充墙的生命安全性能水平已经满足了允许的楼层漂移。与框架完全物理接触的填充墙或从两侧分离的非结构填充墙则不是这种情况。

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