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弧形底宽箱梁横向预应力空间作用效应分析
引用本文:徐科英,陆光闾,沈桂平,秘志辉.弧形底宽箱梁横向预应力空间作用效应分析[J].城市道桥与防洪,2005(1):40-43.
作者姓名:徐科英  陆光闾  沈桂平  秘志辉
作者单位:同济大学桥梁工程系,上海,200092;上海市中环线建设发展有限公司,上海,200072
摘    要:以上海市中环线工程为工程背景 ,讨论了宽跨比较大的弧形底单箱多室箱梁在横向预应力作用下的受力特性。建立空间有限元模型分析横向预应力的空间效应 ,分别讨论了横梁和顶板中横向预应力对结构的影响 ,得出箱梁横向应力沿结构纵向和横向的分布规律。

关 键 词:弧形底  宽箱梁  横向预应力  空间分析  上海中环线
文章编号:1009-7716(2005)01-0040-04
修稿时间:2004年11月2日

Analysis of Effect of Transverse Prestressed Space Action of Arc Bottom and Wide Box Beam
Xu Keying,Lu Guanglu,Shen Guiping et al..Analysis of Effect of Transverse Prestressed Space Action of Arc Bottom and Wide Box Beam[J].Urban Roads Bridges & Flood Control,2005(1):40-43.
Authors:Xu Keying  Lu Guanglu  Shen Guiping
Abstract:Taking Shanghai Medium Ring Road Project as the project background, the paper discusses the forced characteristics of arc bottom and single box, multi cell box beam with greater width span ratio under transverse prestressed action. It also establishes the space finite element module for analyzing transverse prestressed space effect. It discusses respectively the influence of cross beams and the transverse prestressing force in top slabs on the structure so as to obtain the distribution pattern of the transverse stress of box beam in longitudinal and transverse directions along the structure.
Keywords:arc bottom  wide box beam  transverse prestressing force  space analysis  Shanghai Medium Ring Road
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