| 钢筋砼扁梁结构的抗震性能及其设计方法 |
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| 引用本文： | 殷芝霖.钢筋砼扁梁结构的抗震性能及其设计方法[J].建筑结构学报,1993,14(4):2-16. |
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| 作者姓名： | 殷芝霖 |
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| 作者单位： | 机械工业部设计研究院 |
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| 摘 要： | 采用钢筋砼扁梁结构是一种降低高层建筑层高的有效途径。由于梁宽大于柱宽,因此其梁柱节点的抗震性能较为复杂。为解决这类结构的设计问题,本文通过5个中柱扁梁节点和2个边柱扁梁节点在低周反复荷载下的试验以及3根约束扁梁在弯、剪静力荷载下的试验,基本摸清了扁梁结构的静力性能及抗震性能。根据受力特征和破坏形态的机理分析,提出了扁梁结构的实用强度计算方法及有效的配筋构造措施。
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| 收稿时间： | 1993-08-05 |
| 修稿时间： | 1993-08-05 |
Seismic Behaviour and Design Method of Reinforced Concrete Wide Flat Beam Structures |
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| Yin Zhilin.Seismic Behaviour and Design Method of Reinforced Concrete Wide Flat Beam Structures[J].Journal of Building Structures,1993,14(4):2-16. |
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| Authors: | Yin Zhilin |
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| Affiliation: | Yin Zhilin( Institute of Project Planning and Research,Ministry of Machinery Industry ) |
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| Abstract: | It is an efficient way to reduce the floor height of highrise buildings by using reinforced concrete wide flat beam structures. Owing to the fact that the width of the beam will usually be larger than that of the column, the seismic behaviour of the beam-column joint becomes more complicated. For solving the design problem of such structures, five wide flat beam-column interior joints and two wide flat beam-column exterior joints under reversed cyclic loading tests together with three restrained wide flat beams under static loading tests have been carried out.According to the experimental analysis, the practical method for calculating the strength of wide flat beams and beam-column joints as well as the effective construction measures of reinforcement have also been proposed. |
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