水垫塘反拱型底板衬砌结构的非线性分析(马斌 练继建 杨敏)

作者:佚名    文章来源:水信息网    点击数:    更新时间:2007-12-3
www.321jz.com
  • www.321jz.com

    (in Chinese).

    [5] 付晓,杨敏,王继敏.长潭岗反拱型水垫塘衬砌结构的非线性静动力分析[J].水利水电技术,2004,35(9):59-62.

    Fu Xiao,Yang Min,Wang Jimin.Nonlinear static and dy-namic analysis of lining structure for the Changtangang re-verse—arch—shaped water cushion pond[J].Water Resources and Hydropower Engineering,2004,35(9):59-62(in Chinese).

    [6] 史军,杨敏.水垫塘反拱底板稳定性的块体弹簧元分析[J].水力发电学报,2004,23(2):73-78.

    Shi Jun,Yang Min.Analysis of the stability of counter arched slab in plunge pool by block—spring method[J].Journal of Hydroelectric Engineering,2004,23(2):73—78(in Chinese).

    [7] 朱伯龙,董振祥.钢筋混凝土非线性分析[M].上海:同济大学出版社,1985.

    Zhu Bolong,Dong Zhenxiang.Nonlinear Analysis of Reinforced Concrete[M].Shanghai:Tongji University Press,1985 (in Chinese).

    [8] Comite Euro-International du Beton.CEB-FIP Model Code 1990(Concrete Structures)[s].London:Thomas Telford,1993.

    [9] 徐有邻,沈文都,汪洪.钢筋砼黏结锚固性能的试验研究[J].建筑结构学报,1994(3):26—37.

    Xu Youlin,Shen Wendu,Wang Hong.An experimental study of bond—anchorage properties of bars in concrete[J].Journal ofBuilding Structures,1994(3):26—37(in Chinese).

    [10]朱伯芳.有限单元法原理与应用[M].北京:中国水利水电出版社,1998.

    Zhu Bofang.The Finite Element Method Theory and Applica-tions[M].Beijing:China Water Conservancy and Hydropow-er Press,1998(in Chinese).

    基金项目:国家自然科学重点基金资助项目(50379033,50539060);新世纪优秀人才支持计划资助项目。

    作者简介:马斌(1979-),男,博士。

    来源:《天津大学学报》2007年5月

    上一页  [1] [2] [3] [4] 


    www.321jz.com
www.321jz.com
www.321jz.com
www.321jz.com
    收藏文章:

谈谈我对本文的看法

热点文章

推荐文章