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首页> 外文期刊>Applied Sciences >Experimental Study on the Force-Bearing Performance of Masonry Structures with a Marble-Graphite Slide Seismic Isolator at the Foundation
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Experimental Study on the Force-Bearing Performance of Masonry Structures with a Marble-Graphite Slide Seismic Isolator at the Foundation

机译:地基采用大理石-石墨滑移隔震器的砌体结构承载力试验研究

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As part of the search for a seismic isolator for low-rise buildings, this paper proposes a marble-graphite slide seismic isolation system composed of marble-graphite slides, an upper foundation beam, the lower counterpart of the upper beam, and the corresponding stop blocks, with the stop blocks consisting of restrictive screws, positioning plates, nut connectors and stop holes linking the two foundation beams. To provide the desired isolation performance, plain mortar bars can be included at the beam interface to better control the initiating loads for foundation slippage. Tests of low-reversed cyclic loading were performed on four different masonry specimens: a recycled brick wall, a clay brick wall, an integrated recycled brick wall with flay ash blocks sandwiched between, and its clay brick counterpart. The four specimens were provided with marble-graphite slide isolators placed at the foundations. The isolator thickness was 20 mm, and the graphite and the marble served as a lubricant and a bearing, respectively. This paper then analyses all of the specimens in terms of the damage that occurred, the initiating load for slippage, the hysteretic performance, the bearing capacity and the performance of the stop blocks. The results indicate that mortar bars embedded in the marble-graphite slide isolator offer effective control of the initiating load, and the isolation system delivers good hysteretic performance. The stop blocks are capable of withstanding a large-magnitude earthquake and are a good choice for constraining the slippage displacement. Damage or failure of the specimens occurs only when the low-reversed cyclic loading continues after slippage takes place. The design is shown to be an outstanding and flexible seismic scheme for use in low-rise buildings.
机译:作为寻找低层建筑隔震器的一部分,本文提出了一种大理石-石墨滑移地震隔离系统,该系统由大理石-石墨滑移,上部基础梁,上部梁的下部对应部分以及相应的挡块组成挡块,挡块由限位螺钉,定位板,螺母连接器和连接两个基础梁的挡孔组成。为了提供所需的隔离性能,可以在梁界面处包括普通砂浆棒,以更好地控制基础滑移的初始荷载。在四个不同的砖石标本上进行了低反向循环荷载的测试:一个再生砖墙,一个粘土砖墙,一个夹有粉煤灰块的集成再生砖墙以及与之对应的粘土砖。四个标本都在地基上装有大理石-石墨滑动隔离器。隔离器的厚度为20毫米,石墨和大理石分别用作润滑剂和轴承。然后,本文根据发生的损坏,滑移的初始载荷,滞后性能,承载能力和止动块的性能对所有试样进行了分析。结果表明,嵌在大理石-石墨滑动隔离器中的砂浆棒可有效控制起始载荷,并且隔离系统具有良好的滞后性能。挡块能够承受大地震,并且是限制滑移的好选择。仅当滑移发生后,低反向循环载荷继续存在时,试样才会损坏或失效。该设计被证明是一种用于高层建筑的出色而灵活的抗震方案。

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