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| 高墩大跨连续刚构桥零号块的空间应力分析 | |
| 引用本文： | 时蕊,张和. 高墩大跨连续刚构桥零号块的空间应力分析[J]. 山西建筑, 2007, 33(2): 279-281 |
| 作者姓名： | 时蕊 张和 |
| 作者单位： | 长安大学,陕西,西安,710064 |
| 摘 要： | 以白涧河大桥工程为例,对该连续刚构桥最高墩处的零号块进行空间应力分析,通过大型通用有限元程序AN-SYS,揭示该区域的受力特性和应力分布规律,为以后该类桥型零号块的优化设计提供了依据。 |
| 关 键 词： | 连续刚构桥 零号块 空间应力分析 |
| 文章编号： | 1009-6825(2007)02-0279-03 |
| 修稿时间： | 2006-06-26 |
Special stress analysis of zero block of high pier long-span curve continuous rigid frame bridge |
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| SHI Rui,ZHANG He. Special stress analysis of zero block of high pier long-span curve continuous rigid frame bridge[J]. Shanxi Architecture, 2007, 33(2): 279-281 | |
| Authors: | SHI Rui ZHANG He |
| Affiliation: | SHI Rui ZHANG He |
| Abstract: | Taking Baijianhe Bridge works as example special stress analysis of zero block in the highest pier of this continuous rigid frame bridge is made.Utilizing finite element analysis software-ANSYS mechanical behavior and stress distribution regularities of this block are analyzed,which provide good references for optimum design of zero block of this kind of bridges. |
| Keywords: | continuous rigid frame bridge zero block special stress analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |