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基于润扬大桥南塔顶长期监测数据风场特性分析
  • ISSN号:1000-4750
  • 期刊名称:工程力学
  • 时间:2012.7.1
  • 页码:93-101
  • 分类:U442[建筑科学—桥梁与隧道工程;交通运输工程—道路与铁道工程]
  • 作者机构:[1]东南大学混凝土及预应力混凝土结构教育部重点实验室,南京210096
  • 相关基金:国家自然科学基金项目(51178100);江苏省自然科学基金项目(BK2011141);江苏省高校“青蓝工程”优秀青年骨干教师资助计划;东南大学优秀博士学位论文基金项N(YBJJ0922)
  • 相关项目:车载和温度场作用下大跨钢箱梁桥疲劳性能分析的热点应力法研究
中文摘要:

通过对润扬大桥健康监测系统获取的长期实测风场数据进行分析,获得了南塔塔顶300d的平均风速、风向、湍流度、阵风因子、湍流积分尺度、脉动风功率谱等风场特性参数的分布规律以及参数之间相关性的推荐公式。并与跨中风速仪测试数据进行对比分析,得到了平均风速随高度的变化规律以及两点间风场的空间相关性。长期实测结果统计分析表明,润扬大桥悬索桥南塔塔顶的平均风速较小、风向稳定;风场的湍流度比跨中更强,并高出规范建议值近7倍;湍流积分尺度接近正态分布,并与湍流度、平均风速存在一定的相关性;纵向、横向功率谱均与Kaimal谱相差较大,功率谱密度函数参数与平均风速存在直接相关性;塔顶风场与跨中风场相关性较弱。

英文摘要:

The wind environment field measurement at the south tower top is executed by the structural health monitoring system located on the Runyang Suspension Bridge. The wind characteristics including average wind speed, wind direction, the turbulence intensity, the gust factors, the turbulence integral length and power spectrum are calculated, based on 300 days field measurement data. The correlation formulations between parameters are proposed. By comparing with the data measured by an anemometer located in the middle of the span, the regulations that average wind speed changes with the height and the correlation coefficient between top and mid-span are obtained. Statistical analysis results reveal that the average wind speed at the top of south tower is low, and the wind direction is stable for the year. The turbulence intensity at the top is stronger when comparing with that in mid-span and the value exceeds the suggestion value of bridge design code seven times. The distribution of the turbulence integral length is almost normal and has correction with the turbulence intensity and average wind speed. Both the longitudinal turbulence power spectrums and transverse turbulence power spectrums can not fit the Kaimal spectrum very well and the parameters of power spectrum density function have close relationship with the average speed. The wind characters of the south tower top are not influenced by that of mid-span because of the long distance of the two positions.

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期刊信息
  • 《工程力学》
  • 中国科技核心期刊
  • 主管单位:中国科学技术协会
  • 主办单位:中国力学学会
  • 主编:袁驷
  • 地址:北京清华大学新水利馆114号
  • 邮编:100084
  • 邮箱:gclxbjb@tsinghuae.du.cn
  • 电话:010-62788648
  • 国际标准刊号:ISSN:1000-4750
  • 国内统一刊号:ISSN:11-2595/O3
  • 邮发代号:82-862
  • 获奖情况:
  • 1999年获在物理、力学类刊物中影响因子位居第二(0...
  • 国内外数据库收录:
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  • 被引量:32789