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| 滑移支座在连续梁桥中的性能模拟分析 |
| Simulation of Behavior for Sliding Bearings in Continuous Girder Bridge |
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| DOI：10.3969/j.issn.1671-5322.2008.03.011 |
| 中文关键词: 连续梁桥 滑移支座 聚四氟乙烯支座 非线性时程分析 |
| 英文关键词: continuous girder bridges sliding bearing teflon bearing nonlinear time history analysis |
| 基金项目: |
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| 摘要点击次数: 3674 |
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| 中文摘要: |
| 通过借助于SAP2000有限元分析软件,对连续梁桥上设置的滑移支座(聚四氟乙烯支座),采用常用的3种非线性连接单元进行模拟:水平非线性弹簧单元、Wen塑性单元以及摩擦板单元.首先,简单介绍了3种单元的特性,然后以某地区四跨连续梁桥结构为例,对滑移支座分别采用以上3种连接单元进行非线性时程分析,对其分析结果进行对比,为今后桥梁支座的分析提供参考. |
| 英文摘要: |
| This paper analysing a software by the aid of SAP2000 finite element method,adopt 3 kinds nonlinearity link element in common use to carry out a simulation to the sliding bearings on continuous girder bridge(teflon bearing):Level nonlinearity spring element、Wen plasticity element and sliding board element.Firstly,the property of 3 kinds elements is introduced simply.Secondly,by taking a four-span continuous girder bridge in some area as an example,the sliding bearing adopts the above 3 kinds link element to carry out nonlinearity time history analysis respectively,contrast on it’s analytical result,the bridge bearing analysis provides a reference to the days to come. |
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