The continuous rain data from 1961 to 2007 in Heze city was analyzed in this paper.The results showed that continuous rain increased from north to south.Continuous rain processes took place most frequently in summer,n...The continuous rain data from 1961 to 2007 in Heze city was analyzed in this paper.The results showed that continuous rain increased from north to south.Continuous rain processes took place most frequently in summer,next in autumn,and the least in winter.Using wavelet to analyze the sequence of seasonal and annual continuous rain,it had a 5 years cycle oscillation at 2Y(year) level and a 20 years cycle oscillation at 10Y level.An abrupt climate change of continuous rain took place in 1986.Continuous rain was in a more period from 2001 to 2010 and would decrease gradually within the period.展开更多
The fatigue of concrete structures will gradually appear after being subjected to alternating loads for a long time,and the accidents caused by fatigue failure of bridge structures also appear from time to time.Aiming...The fatigue of concrete structures will gradually appear after being subjected to alternating loads for a long time,and the accidents caused by fatigue failure of bridge structures also appear from time to time.Aiming at the problem of degradation of long-span continuous rigid frame bridges due to fatigue and environmental effects,this paper suggests a method to analyze the fatigue degradation mechanism of this type of bridge,which combines long-term in-site monitoring data collected by the health monitoring system(HMS)and fatigue theory.In the paper,the authors mainly carry out the research work in the following aspects:First of all,a long-span continuous rigid frame bridge installed with HMS is used as an example,and a large amount of health monitoring data have been acquired,which can provide efficient information for fatigue in terms of equivalent stress range and cumulative number of stress cycles;next,for calculating the cumulative fatigue damage of the bridge structure,fatigue stress spectrum got by rain flow counting method,S-N curves and damage criteria are used for fatigue damage analysis.Moreover,it was considered a linear accumulation damage through the Palmgren-Miner rule for the counting of stress cycles.The health monitoring data are adopted to obtain fatigue stress data and the rain flow counting method is used to count the amplitude varying fatigue stress.The proposed fatigue reliability approach in the paper can estimate the fatigue damage degree and its evolution law of bridge structures well,and also can help bridge engineers do the assessment of future service duration.展开更多
基于AREM模式对发生在华南地区的3次西南涡暴雨过程进行了数值模拟,并利用模拟结果分析了暴雨过程中西南涡的演变特征,结果表明:高层200 h Pa西风急流入口区、中层500 h Pa西太平洋副热带高压位置、中纬度短波槽、东北亚强冷涡的适当配...基于AREM模式对发生在华南地区的3次西南涡暴雨过程进行了数值模拟,并利用模拟结果分析了暴雨过程中西南涡的演变特征,结果表明:高层200 h Pa西风急流入口区、中层500 h Pa西太平洋副热带高压位置、中纬度短波槽、东北亚强冷涡的适当配置,中低层孟加拉湾和南海暖湿气流的持续输送,是有利于西南涡东移发展,从而造成华南地区持续性强降水的典型环流形势;降水落区与低涡位置密切相关,一般集中在西南涡中心南侧,雨带延伸方向与低涡移动路径一致;而其强度则与低涡中心区域位势高度等值线梯度及低层大气风场强度息息相关。西南涡中心低层为东风和弱北风,中层以南风为主,高层为强西风和弱北风,低层辐合、高层辐散及正涡度结构特征显著。涡度平流项和辐合辐散项的作用集中体现在中低层大气,涡度对流项、扭转项的作用则在中高层更为明显,而涡度辐合辐散项对西南涡的发展加强起最主要的作用。展开更多
文摘The continuous rain data from 1961 to 2007 in Heze city was analyzed in this paper.The results showed that continuous rain increased from north to south.Continuous rain processes took place most frequently in summer,next in autumn,and the least in winter.Using wavelet to analyze the sequence of seasonal and annual continuous rain,it had a 5 years cycle oscillation at 2Y(year) level and a 20 years cycle oscillation at 10Y level.An abrupt climate change of continuous rain took place in 1986.Continuous rain was in a more period from 2001 to 2010 and would decrease gradually within the period.
文摘The fatigue of concrete structures will gradually appear after being subjected to alternating loads for a long time,and the accidents caused by fatigue failure of bridge structures also appear from time to time.Aiming at the problem of degradation of long-span continuous rigid frame bridges due to fatigue and environmental effects,this paper suggests a method to analyze the fatigue degradation mechanism of this type of bridge,which combines long-term in-site monitoring data collected by the health monitoring system(HMS)and fatigue theory.In the paper,the authors mainly carry out the research work in the following aspects:First of all,a long-span continuous rigid frame bridge installed with HMS is used as an example,and a large amount of health monitoring data have been acquired,which can provide efficient information for fatigue in terms of equivalent stress range and cumulative number of stress cycles;next,for calculating the cumulative fatigue damage of the bridge structure,fatigue stress spectrum got by rain flow counting method,S-N curves and damage criteria are used for fatigue damage analysis.Moreover,it was considered a linear accumulation damage through the Palmgren-Miner rule for the counting of stress cycles.The health monitoring data are adopted to obtain fatigue stress data and the rain flow counting method is used to count the amplitude varying fatigue stress.The proposed fatigue reliability approach in the paper can estimate the fatigue damage degree and its evolution law of bridge structures well,and also can help bridge engineers do the assessment of future service duration.
文摘采用1961—2010年全国753站逐日降水资料,给出了我国秋季连阴雨的定义,分析我国秋季连阴雨和不同级别（5～7 d、8～10 d和11 d及以上）秋季连阴雨的气候特征;将我国秋季连阴雨划分为华北、西南、江淮和华南地区4区,并分析华北地区秋季连阴雨期间和不同级别秋季连阴雨期间的大气环流特征。结果表明：1）我国秋季连阴雨及不同级别秋季连阴雨50 a累计频次在长江中上游地区较大,黄河以北地区较小;随着连阴雨级别的增加,连阴雨频次大值区由东南地区移向西南地区;频次标准差与频次的分布特征类似。2）华北地区连阴雨及不同级别连阴雨期间,巴尔喀什湖与贝加尔湖间的阻塞高压增强,850 h Pa上增强的偏北和偏南气流交汇于华北地区,500 h Pa上东亚大槽槽后偏北气流引导北方冷空气南下,副热带高压西侧偏南气流引导南方暖空气北上,冷、暖空气在华北地区交汇,易形成连阴雨天气。
文摘基于AREM模式对发生在华南地区的3次西南涡暴雨过程进行了数值模拟,并利用模拟结果分析了暴雨过程中西南涡的演变特征,结果表明:高层200 h Pa西风急流入口区、中层500 h Pa西太平洋副热带高压位置、中纬度短波槽、东北亚强冷涡的适当配置,中低层孟加拉湾和南海暖湿气流的持续输送,是有利于西南涡东移发展,从而造成华南地区持续性强降水的典型环流形势;降水落区与低涡位置密切相关,一般集中在西南涡中心南侧,雨带延伸方向与低涡移动路径一致;而其强度则与低涡中心区域位势高度等值线梯度及低层大气风场强度息息相关。西南涡中心低层为东风和弱北风,中层以南风为主,高层为强西风和弱北风,低层辐合、高层辐散及正涡度结构特征显著。涡度平流项和辐合辐散项的作用集中体现在中低层大气,涡度对流项、扭转项的作用则在中高层更为明显,而涡度辐合辐散项对西南涡的发展加强起最主要的作用。
