长江科学院院报2012，Vol.29Issue(9)：77-81,5.DOI:10.3969/j.issn.1001-5485.2012.09.018
大型渡槽结构随机地震反应与抗震可靠度分析
Stochastic Earthquake Response and Seismic Reliability Analysis of Large-scale Aqueduct Structures
摘要
Abstract
The method of probability density evolution was employed to research the stochastic earthquake response and seismic reliability assessment for large-scale aqueduct structure under the condition of water level fluctuation and water-aqueduct interaction. Results show that the probability distribution of stochastic seismic responses of the aqueduct structure is irregular. The stochastic earthquake response and the failure probability of large-scale aqueduct structure increase obviously with the rising of water level. However, with the water level unchanged, the seismic response is apparently smaller while the seismic reliability much higher considering the water sloshing effect on the aqueduct structure.关键词
渡槽结构/概率密度演化方法/随机地震反应/可靠度Key words
aqueduct structure/ probability density evolution method/ stochastic earthquake response/ reliability分类
建筑与水利引用本文复制引用
刘章军,方兴..大型渡槽结构随机地震反应与抗震可靠度分析[J].长江科学院院报,2012,29(9):77-81,5.基金项目
国家自然科学基金面上项目(51278282) （51278282）
湖北省自然科学基金重点项目(2009CDA013) （2009CDA013）
湖北省教育厅自然科学研究重点项目(D20111206) （D20111206）
三峡大学研究生科研创新基金(2011CX004) （2011CX004）
