考虑吊杆锈蚀的下承式系杆拱桥地震响应
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柴国贞(1988—),男,工程师,从事道路与桥梁工程设计。

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U443.38

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Analysis on seismic response of a through tied arch bridge considering derrick corrosion
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    摘要:

    为研究吊杆锈蚀对桥梁安全性的影响,文章基于 Midas Civil 的模拟试验分析方法,深入研究了不同锈蚀程度下吊杆损坏对下承式系杆拱桥的抗震性能产生的影响;通过运用屈服钢筋强度法则及吊杆有效截面积,建立基于有吊杆荷载损失下的模型进行模拟计算。研究结果表明:1) 吊杆锈蚀率的增加会导致拱桥的自振频率增加,而在地震作用下,拱桥的纵向位移减小,竖向位移增加;2) 吊杆的锈蚀对拱桥的力学性能有一定影响,尤其对 Z 向剪力和 Y 向弯矩的影响较大。本文研究成果可为实际工程抗震设计提供一定的理论依据。

    Abstract:

    In order to study the influence of derrick corrosion on bridge safety, the influence of derrick damage on the seismic performance of through derrier arch bridge under different corrosion degrees is researched based on the simulation test analysis method of Midas Civil. The effective cross-section of the derrick after corrosion is calculated by using the corrosion and sheilding effect of the steel bar, and the model based on the cross-sectional size of the effective derrick is established for simulation calculation. The results show that: 1) The increase of the corrosion rate of the derrick will lead to the increase of the natural vibration frequency of the arch bridge, while the longitudinal displacement of the arch bridge decreases and the vertical displacement increases under the action of earthquakes; 2) The corrosion of the derrick has a certain impact on the mechanical properties of the arch bridge, especially the Z-direction shear force and Y-direction bending moment. The results can provide a theoretical basis for the actual engineering seismic design.

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柴国贞.考虑吊杆锈蚀的下承式系杆拱桥地震响应[J].工程建设,2024,56(3):11-16

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  • 在线发布日期: 2026-08-06
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