形状记忆合金混凝土框架建筑抗震性能研究
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岳鹏威(1976-),男,河南驻马店人,博士,副教授,研究方向:土木工程、工程结构、工程技术及经济。E-mail:wangpo1258@126.com。

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河南省高等学校重点科研项目(16A560013);河南省住房城乡建设科技计划项目(HNJS-2020-R02)


Seismic performance of shape memory alloy concrete frame buildings
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    摘要:

    地震作用会造成钢筋混凝土框架发生平面和垂直方向的变形,导致其结构受到更大的地震力,加剧损伤程度。形状记忆合金(SMA)材料在外力作用下能够快速恢复变形前形状,降低框架损伤程度,进一步提高框架结构的承载能力和稳定性。基于此,有必要研究形状记忆合金混凝土框架建筑的抗震性能。以某实际工程为例,采用ANSYS软件建立钢筋混凝土框架有限元模型,选取天津地震波、北岭地震波、印度洋地震波及人工地震波作为地震震动输入,记录地震震动下时程结果。研究结果表明,预应力筋断裂后,该结构在地震作用下的滞回曲线为饱满的旗帜形,最大层间位移为1/125,残余变形在±10 mm之间,最高峰值荷载为211 kN,水平承载力较强,表明其自复位性能较高、地震响应效果较优、抗震承载力较强,可以有效提高建筑结构的安全性和可靠性。

    Abstract:

    The earthquake action causes planar and vertical deformation of reinforced concrete (RC) frames, increasing seismic forces on the structure and elevating the damage level. Shape memory alloy (SMA) materials quickly restore the shape before deformation under external forces, reduce the degree of frame damage, and further improve the load-bearing capacity and stability of the frame structure. On this basis, the seismic performance of SMA concrete frame buildings was studied. Taking an actual project as an example, a finite element model of an RC frame structure was established using ANSYS software. Tianjin, Beiling, Indian Ocean, and artificial seismic waves were selected as ground motion input, and the time-history analysis results under these seismic waves were recorded. The research results show that the hysteretic curve of the structure under earthquake action has a full flag shape. The maximum inter-story displacement is 1/125, the residual deformation is within ±10 mm, the maximum peak load is 211 kN, and the horizontal bearing capacity is strong. These results show that an SMA-supported frame has high self-resetting performance, an excellent seismic response effect, and a strong seismic bearing capacity; thus, it can effectively improve the safety and reliability of a building structure.

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岳鹏威.形状记忆合金混凝土框架建筑抗震性能研究[J].地震工程学报,2024,(2):302-308. YUE Pengwei. Seismic performance of shape memory alloy concrete frame buildings[J]. China Earthquake Engineering Journal,2024,(2):302-308.

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  • 收稿日期:2023-05-12
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  • 在线发布日期: 2024-03-17