| 隔震与非隔震支座对混凝土箱梁桥地震易损性的影响 |
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| 引用本文： | 方圣恩,唐永久.隔震与非隔震支座对混凝土箱梁桥地震易损性的影响[J].西北地震学报,2021,43(6):1368-1376. |
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| 作者姓名： | 方圣恩 唐永久 |
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| 作者单位： | 福州大学 土木工程学院, 福建 福州 350108;福州大学 土木工程防震减灾信息化国家地方联合工程研究中心, 福建 福州 350108 |
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| 基金项目： | 国家自然科学基金面上项目（51578158）；福州大学贵重仪器设备开放测试基金资助项目（2020T036） |
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| 摘 要： | 为评估隔震和非隔震支座对桥梁地震易损性的影响，以一座3跨连续混凝土箱梁桥为分析对象，首先建立采用铅芯橡胶隔震支座与非隔震型盆式橡胶支座下桥梁的数值模型，求得不同程度地震作用下墩顶与支座的最大位移响应；再定义转角延性比损伤指标，结合支座剪应变，分析桥墩和支座的地震易损性情况；最后通过宽界限法建立全桥地震易损性曲线。研究结果表明，支座是较容易发生损坏的构件，而桥梁系统比桥墩或支座更易发生破坏，同时铅芯橡胶支座的破坏概率明显低于非隔震型盆式支座，可见采用隔震支座能有效减小桥墩墩顶在地震作用下的最大位移，此时桥墩地震易损性优于采用非隔震支座的情况。
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| 关 键 词： | 混凝土箱梁桥 地震易损性 隔震与非隔震支座 转角延性比 支座剪应变 |
| 收稿时间： | 2020/5/2 0:00:00 |
Seismic fragility of a concrete box-girder bridge with and without isolation bearings |
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| FANG Sheng''en,TANG Yongjiu.Seismic fragility of a concrete box-girder bridge with and without isolation bearings[J].Northwestern Seismological Journal,2021,43(6):1368-1376. |
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| Authors: | FANG Sheng'en TANG Yongjiu |
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| Institution: | School of Civil Engineering, Fuzhou University, Fuzhou 350108, Fujian, China;National & Local Joint Engineering Research Center for Seismic and Disaster Informatizationof Civil Engineering, Fuzhou University, Fuzhou 350108, Fujian, China |
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| Abstract: | To evaluate the seismic fragility of bridges with and without isolation bearings, the numerical models of a three-span concrete box-girder bridge with lead rubber isolation bearings and with non-isolation pot rubber bearings were established. The maximum displacement responses of pier top and bearing under different earthquakes were first analyzed. Then a damage index named ductility ratio of rotation angle was defined to estimate the seismic fragility of bridge piers and bearings. Finally, the wide-bound method was applied to analyze the seismic fragility of bridge system. The analysis results demonstrated that the bearing is the most vulnerable component, and the fragility of the bridge system is greater than pier and bearing. The failure probability of lead rubber bearing is obviously lower than that of non-isolation pot rubber bearing, thus it can be seen that the isolation bearing can effectively reduce the maximum displacement of pier top under earthquake, and the seismic vulnerability of pier with isolation bearings is better than that with non-isolation bearings. |
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| Keywords: | concrete box-girder bridge seismic fragility isolation and non-isolation bearings ductility ratio of rotation angle shear train of bearing |
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