| 高效预应力混凝土框架结构设计中若干问题的探讨 |
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| 引用本文： | 戚跃然. 高效预应力混凝土框架结构设计中若干问题的探讨[J]. 湖南科技大学学报(自然科学版), 1997, 0(2) |
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| 作者姓名： | 戚跃然 |
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| 作者单位： | 湘潭矿业学院建筑工程系!湘潭411201 |
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| 摘 要： | 本文提出了高效预应力混凝土框架设计中结构方案优选方法，补充了框架梁正截面设计条件，得出了平均预压应力应2.28～5．15N／mm2范围内．表1，参3
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| 关 键 词： | 高效预应力混凝土框架 结构方案优选 预应力度法 平均预压应力限值 |
EXPLORATION AND DISCUSSION ON SOME PROBLEMS IN THE DESIGN OF HIGH EFFICIENT PRESTRESSED CONCRETE FARME CONSTRUCTION |
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| Qi Yueran. EXPLORATION AND DISCUSSION ON SOME PROBLEMS IN THE DESIGN OF HIGH EFFICIENT PRESTRESSED CONCRETE FARME CONSTRUCTION[J]. Journal of Hunan University of Science & Technology(Natural Science Editon), 1997, 0(2) |
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| Authors: | Qi Yueran |
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| Abstract: | In the paper, the author put forward the method of structure optimization in the design of high efficient prestressed concrete frame,supplemented the conditions of the design of normal section in frame beam, and calculated the range of average prestress is from 2.28 N/mm2 to 5.15 N/mm2. 1tab.,3refs. |
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| Keywords: | high effficient prestressed concrete frame structure optimization prestress measure average prestress limit |
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