装配式直墙拱形衬砌的简化计算

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装配式直墙拱形衬砌的简化计算

更新时间：2023-11-28

- 装配式直墙拱形衬砌的简化计算
- Journal of Civil and Environmental Engineering Vol. 3, Issue 1, (1981)
- 作者机构：
- 作者简介：
- 基金信息：
- DOI：10.11835/j.issn.1674-4764.1981.01.008
  CLC：
- Published：1981
- 稿件说明：
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[J]. Journal of Civil and Environmental Engineering, 1981, 3(1).
DOI：

[J]. Journal of Civil and Environmental Engineering, 1981, 3(1). DOI： 10.11835/j.issn.1674-4764.1981.01.008.

摘要

一、拱部为一个构件的装配式衬砌拱部为一个构件的装配式钢筋混凝土衬砌

一般用于5米跨度以下。当接头为铰接时

其静力计算在文献[1]等中均将边墙按弹性地基梁考虑。这样处理

与整体式衬砌一样

除

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