| 板内配筋参与梁整体工作和梁端延性设计 |
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| 引用本文： | 殷宝才,王修信.板内配筋参与梁整体工作和梁端延性设计[J].江苏建筑,2010(3):49-51. |
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| 作者姓名： | 殷宝才 王修信 |
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| 作者单位： | 1. 南京长江都市建筑设计股份有限责任公司,江苏南京,210002
2. 东南大学土木工程学院,江苏南京,210096 |
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| 摘 要： | 文章分析了现浇梁板梁两侧板筋参与梁整体工作的机理以及设计中考虑梁两侧板筋作用对梁端延性的改善情况,计算表明考虑板筋作用可使梁端的延性系数增大9%～21%。
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| 关 键 词： | 框架梁 塑性铰 延性 |
Working Together both the Reinforcement in Slab and Beam and Ductility Design at the End of Beam |
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| YIN Bao-Cai,WANG Xiu-xin.Working Together both the Reinforcement in Slab and Beam and Ductility Design at the End of Beam[J].Jiangsu Construction,2010(3):49-51. |
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| Authors: | YIN Bao-Cai WANG Xiu-xin |
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| Affiliation: | YIN Bao-Cai WANG Xiu-xin(1.Nanjing Yangtze River Urban Architectural Design Co.,Ltd.,Nanjing Jiangsu 210002 China;2.College of Civil Engineering,Southeast University,Nanjing Jiangsu 210096 China) |
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| Abstract: | The working mechanism both the reinforces in the slabs beside beam and the beam in the in-situ beam-slab,and the advantage of the ductility at the end of beam considering the reinforces in the slabs beside beam are analyzed.It makes the ductility coefficient at the end of beam increase 9%～21% to consider the reinforces in the slab。 |
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| Keywords: | frame beam plasticity reamer ductility |
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