| 李东水,田庆丰.中欧钢结构规范受弯构件整体稳定性计算方法比较[J].水泥工程,2014,27(3):12-15 |
| 中欧钢结构规范受弯构件整体稳定性计算方法比较 |
| Comparison of overall stability calculation methods of bending components between Chinese code and Eurocode for steel structure design |
| |
| DOI： |
| 中文关键词: 受弯构件 整体稳定性 中欧规范 |
| 英文关键词: bending components overall stability Chinese code and Eurocode |
| 基金项目: |
|
| 摘要点击次数: 1343 |
| 全文下载次数: 0 |
| 中文摘要: |
| 结合我国钢结构设计规范（GB 50017—2003）及欧洲钢结构设计规范（EN1993-1-1:2005），从计算公式、临界弯距和整体稳定系数三方面，对两本规范的受弯构件整体稳定性计算方法进行了分析对比，并通过计算实例得到了两本规范之间的一些差异。 |
| 英文摘要: |
| Combined with Chinese code of steel structures(GB50017-2003) and Eurocode of steel structures(EN1993-1-1:2005), the overall stability calculation methods of bending components of the two codes were contrasted from three aspects of calculation formula, Critical moment and overall stability coefficient, and some differences of the two codes were obtained by calculation examples. |
|
查看全文
查看/发表评论 下载PDF阅读器 |
| 关闭 |