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Experimental Verification of Applying Active Control Method as Virtual Support for Relief Bridge

机译:应用主动控制方法作为浮雕桥梁虚拟支架的实验验证

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摘要

When natural disasters cause bridges to collapse, the delivery of rescue equipment and supplies to remote disaster areas is impeded and disaster relief efforts are thus delayed. In this study, to enhance and improve light bridges for disaster relief, a neutral equilibrium mechanism (NEM) is proposed to adjust the internal force of the bridge and reduce the deformation of the bridge. The NEM is installed at the center of a bridge to form a virtual bridge pier. A prototype of the NEM, composed of a pair of prestressed steel tendons, two pairs of anchor seats, a rotation cantilever arm mechanism, and a pair of radio-controlled (RC) servos, is proposed to test and verify the control effect of a bridge with the NEM. Test and analysis results show the following: (1) The rotation angle of the cantilever arm can be rotated by the RC servo to appropriate angles to provide adequate upwards resultant force to balance the moving load. (2) The vertical displacement of the bridge can be controlled to close to zero by this proposed NEM. (3) The maximum vertical displacement at the midpoint of a bridge with the NEM control mechanism can be controlled to far below 1/400 of the span of the bridge required by the design criteria. (4) A bridge under the control of an NEM under a low-speed moving load with various control gains achieves fine displacement reduction effects, but the displacement reduction effect for a high-speed moving load with low control gain decreases. Test results also show that the bearing capacity of an existing bridge with an NEM can be increased and the weight of the bridge can be reduced. The effective span of a bridge can be increased without increasing the depth of the cross section. The feasibility and practicality of applying this proposed NEM to form a virtual pier of a bridge have been verified in this study.
机译:当自然灾害导致桥梁崩溃时,阻碍了救援设备和救援设备的供应,因此延迟了灾难救济工作。在这项研究中,为了提高和改进救灾的光桥,提出了一种中性平衡机制(NEM)来调节桥梁的内力并减小桥的变形。 NEM安装在桥梁的中心,以形成虚拟桥墩。提出由一对预应力钢筋组成的NEM的原型,提出了两对锚座,旋转悬臂臂机构和​​一对无线电控制(RC)伺服电机,以测试和验证a的控制效果桥与nem。测试和分析结果表明以下:(1)悬臂臂的旋转角度可以通过RC伺服旋转到适当的角度,以提供足够的向上得到的力以平衡移动负载。 (2)通过该提出的NEM可以控制桥的垂直位移以接近零。 (3)具有NEM控制机构的桥梁中点的最大垂直位移可以控制到设计标准所需的桥的跨度的1/400。 (4)在低速移动负载下控制内部的桥梁,具有各种控制增益,实现了微量位移效应,但是具有低控制增益的高速移动负载的位移降低效果降低。测试结果还表明,可以增加现有桥梁的承载力,并且可以减少桥的重量。可以增加桥的有效跨度而不会增加横截面的深度。在本研究中已经验证了应用这一提议的NEM以形成桥梁虚拟码头的可行性和实用性。

著录项

  • 来源
    《Advances in civil engineering》 |2019年第9期|8505091.1-8505091.12|共12页
  • 作者

    Shih Ming-Hsiang; Sung Wen-Pei;

  • 作者单位

    Natl Chi Nan Univ Dept Civil Engn Puli 545 Nan Tou Taiwan;

    Natl Chin Yi Univ Technol Dept Landscape Architecture Integrated Res Ctr Green Living Technol Taichung 41170 Taiwan;

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  • 原文格式 PDF
  • 正文语种 eng
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