超长预应力束的应力分析 |
| |
引用本文: | 赵学军.超长预应力束的应力分析[J].北方交通,2006(5):112-114. |
| |
作者姓名: | 赵学军 |
| |
作者单位: | 辽宁省交通勘测设计院,沈阳,110005 |
| |
摘 要: | 随着桥梁跨径的不断加大,预应力束也越来越长,由于钢束长度的不断增加,准确分析出预应力束各段应力对结构起着非常重要的作用。本文对超长钢束应力计算与实验资料做一比较分析。
|
关 键 词: | 超长钢束 控制应力 有效应力 |
Stress Analysis for Ultra- long Prestressed Gird |
| |
Authors: | Zhao Xuejun |
| |
Abstract: | For increasing of bridge span, prestressed girds become longer and longer. So it is important for structures that accurately anlyze per section stress of prestressed gird. This paper compares ultra - long steel gird stress calculations with actural lab test results. |
| |
Keywords: | Ultra- long steel gird Control stress Effective stress |
本文献已被 维普 万方数据 等数据库收录! |
|