| 多桩承台设计新旧规范差异之分析 |
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| 引用本文： | 吴正平,邱鸿川. 多桩承台设计新旧规范差异之分析[J]. 江西冶金, 2001, 21(1): 41-43 |
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| 作者姓名： | 吴正平 邱鸿川 |
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| 作者单位： | 江西冶金设计院,江西,南昌,330046 |
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| 摘 要： | 分析了桩承台设计方面新旧规范设计理论之不同,结果表明新规范较之于旧规范设计理论要先进合理,破坏机理更接近工程实际,计算结果更偏于安全.
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| 关 键 词： | 承台设计 新规范 旧规范 |
| 文章编号： | 1006-2777(2001)01-0041-03 |
| 修稿时间： | 2000-08-10 |
The Analysis of the Difference Between New Code and Old Code in Piles Platform Design |
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| WU Zheng ping,QIU Hong chuan. The Analysis of the Difference Between New Code and Old Code in Piles Platform Design[J]. Jiangxi Metalllurgy, 2001, 21(1): 41-43 |
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| Authors: | WU Zheng ping QIU Hong chuan |
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| Abstract: | This paper analyses the difference between new code and old code in piles platform design.The results shown that as comparing new code with old code,new code is resonable in design theory and approaches engineering actual coditions in destory theory,its calculate solution is more safe. |
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| Keywords: | platform design new code old code |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
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