| 混凝土受弯构件刚度计算的统一模式 |
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| 引用本文： | 陈弘,郑钢. 混凝土受弯构件刚度计算的统一模式[J]. 金陵科技学院学报, 2004, 20(4): 26-29 |
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| 作者姓名： | 陈弘 郑钢 |
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| 作者单位： | 金陵科技学院,江苏,南京,210001;金陵科技学院,江苏,南京,210001 |
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| 摘 要： | 采用等效截面的方法，建立了钢筋混凝土和预应力混凝土受弯构件在短期荷载作用下抗弯刚度计算的统一模式。公式计算结果与试验结果吻合较好，并与现行规范钢筋混凝土受弯构件的计算公式较好衔接。
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| 关 键 词： | 受弯构件 抗弯刚度 钢筋混凝土 预应力混凝土 |
| 文章编号： | 1672-755X(2004)04-0026-04 |
| 修稿时间： | 2004-04-15 |
A Unified Model for Calculation of Reinforced Concrete Bended Member |
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| CHEN Hong,ZHENG Gang. A Unified Model for Calculation of Reinforced Concrete Bended Member[J]. Journal of Jinling Institute of Technology, 2004, 20(4): 26-29 |
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| Authors: | CHEN Hong ZHENG Gang |
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| Abstract: | This article adopts the method of equal effect cross section which proposes a unified calculate model for calculating flexural rigidity of reinforced concrete and prestressed concrete bended member under the action of short-term load. The calculation results by this capacity formulation are consistent with the test results and combined with the capacity formulation of reinforced concrete bended member in active specifications. |
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| Keywords: | bended member flexural rigidity reinforced concrete prestressed concrete |
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