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单箱多室箱梁剪力滞效应参数研究
引用本文:韩成林.单箱多室箱梁剪力滞效应参数研究[J].铁道建筑技术,2014(1):1-3.
作者姓名:韩成林
作者单位:中铁第五勘察设计院集团有限公司,北京102600
摘    要:为研究单箱多室箱梁结构剪力滞效应及识别其影响参数,基于箱梁剪力滞理论分析模型,采用现行规范查图法和推荐公式法计算截面有效宽度的方法,系统分析了B/L(宽跨比)、翼缘悬臂长度等参数对箱梁剪力滞效应敏感度。结果表明:变截面单箱多室箱梁剪力滞效应主要受箱室宽度、悬臂长度、梁高及跨径控制;箱梁剪力滞效应以中跨梁段部分至支点截面次序增强;同时分析得到跨径与悬臂长度变化时,有效宽度折减系数的增减规律。

关 键 词:箱梁  剪力滞效应  有效宽度  参数敏感度

Parametric Analysis on Shear Lag Effects of Box-Girder Beam
Han Chenglin.Parametric Analysis on Shear Lag Effects of Box-Girder Beam[J].Railway Construction Technology,2014(1):1-3.
Authors:Han Chenglin
Institution:Han Chenglin (China Railway Fifth Survey and Design Institute Group Co, Ltd. , Beijing 102600, China)
Abstract:In order to study the shear lag effects of the box-girder beam and its influencing parameters based on the analytical mode of shear lag theory, the present code and formula are adopted to calculate and analyze the sensitivity of B/L ( width/ span), cantilever length and span to the shear lag effect. The results show that the shear lag effect of mid-span beam is under the control of width of box girder, length of cantilever, height, and span. The shear lag effect increases gradually from mid- span to pivot section; meanwhile, lhe ratio of effective width reduction is figured out when span and cantilever change.
Keywords:box-girder beam  shear lag effect  effective width  parameter sensitivity
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