| 浅谈用结构可靠性理论评估旧桥承载能力 |
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| 引用本文： | 曹洪江,刘信荣,李明玉.浅谈用结构可靠性理论评估旧桥承载能力[J].林业科技情报,2003,35(3):46-47. |
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| 作者姓名： | 曹洪江 刘信荣 李明玉 |
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| 作者单位： | 黑龙江省森林工业总局 |
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| 摘 要： | 用结构可靠性理论评估旧桥的承载能力是评估旧桥承载能力的一种新方法。该法简单、经济 ,精度较高 ,能定量地描述结构的可靠程度
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| 关 键 词： | 可靠指标β 截面有效高度、宽度 砼抗压强度 |
| 修稿时间： | 2003年2月19日 |
A Brief Talk on Using Structural Reliability Theory To Evaluate Carrying Capacity Of Old Bridge |
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| Cao Hongjiang Liu Xinrong Li Mingyu.A Brief Talk on Using Structural Reliability Theory To Evaluate Carrying Capacity Of Old Bridge[J].Forestry Science and Technology Information,2003,35(3):46-47. |
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| Authors: | Cao Hongjiang Liu Xinrong Li Mingyu |
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| Institution: | Heilongjiang Forest Industry General Bureau |
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| Abstract: | Using structural reliability theory is a new meth od to evaluate carrying capacity of old bridge. It is simple, economical and of hi gh precision, which can quantificationally describe the structural reliability. |
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| Keywords: | reliable guideline efficient height and width of cro ss section compressive strength of concrete |
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