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Damage Location of Civil Large-Scale Space Structures Based on Average Axial-Strain Mode Shapes

机译:基于平均轴向应变模式形状的民用大型空间结构损伤位置

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Civil large-scale space structures are usually built for venues where hundreds ofpeople assemble, such as sports stadiums/arenas, gymnasiums, and others. Failure ofthis type of structure may endanger the safety of hundreds of people. Althoughstructural health monitoring (SHM) and damage detection of a wide variety ofstructures (such as bridges, buildings, off-shore platforms, and dams) have beenextensively studied, SHM of civil large-scale space structures is rarely studied due totheir complexity. An effective damage detection approach for this type of structurewould increase the integrity of the structure and the safety of the general public. Thisstudy proposes a novel approach to accurately localize damaged members withoutusing the baseline data. First, average axial-strain (AAS) mode shapes are defined.AAS mode shapes are associated with average axial-strain of members, and they areextracted from translational mode shapes. Then, a damage indicator based on AASmode shapes is proposed. This approach does not require baseline data, whichcircumvents the difficulty in matching mode shapes before and after damage,specifically exist in this type of structure. This approach has been validated bynumerical simulation of a large-scale reticulated shell structure.
机译:大型民用空间结构通常是为数百个场地建造的 人们聚集在一起,例如运动场/竞技场,体育馆等。失败 这种结构可能危及数百人的安全。虽然 结构健康监测(SHM)和各种类型的损伤检测 建筑物(例如桥梁,建筑物,近海平台和大坝) 广泛研究后,由于以下原因,很少研究民用大型空间结构的SHM: 它们的复杂性。此类结构的有效损坏检测方法 会增加结构的完整性和公众的安全。这 研究提出了一种新颖的方法来准确地定位受损的成员,而无需 使用基线数据。首先,定义平均轴向应变(AAS)模式形状。 AAS模式形状与构件的平均轴向应变相关,它们是 从平移模式形状中提取。然后,基于AAS的损坏指标 提出了模式形状。这种方法不需要基准数据, 避免了在损坏前后匹配模式形状的困难, 特别是存在于这种类型的结构中。该方法已通过以下验证: 大型网壳结构的数值模拟。

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