| 现浇楼板对框架梁刚度的影响 |
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| 引用本文： | 徐宏钢,王心宇. 现浇楼板对框架梁刚度的影响[J]. 山西建筑, 2010, 36(25): 69-70 |
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| 作者姓名： | 徐宏钢 王心宇 |
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| 作者单位： | 1. 营口港房地产开发有限责任公司,辽宁营口,115000
2. 营口市团市委,辽宁营口,115000 |
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| 摘 要： | 分析了我国规范和国外各国规范对考虑现浇楼板影响的方法,并通过有限元分析证明现浇楼板对框架梁的负弯矩承载力有较大提高,建议在设计中应将带楼板的框架梁等效为T形梁进行设计计算,以保证结构安全。
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| 关 键 词： | 框架结构 强柱弱梁 现浇楼板 |
Effect of cast slab on the frame beam stiffness |
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| XU Hong-gang,WANG Xin-yu. Effect of cast slab on the frame beam stiffness[J]. Shanxi Architecture, 2010, 36(25): 69-70 |
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| Authors: | XU Hong-gang WANG Xin-yu |
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| Affiliation: | XU Hong-gang WANG Xin-yu |
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| Abstract: | This paper analyzes the Chinese specification and the specification of foreign countries consider the place of the cast slab impact, and by the finite element analysis shows that the framework of cast slab on the beam negative moment capacity has improved greatly, the proposed design should be brought in the slab frame beam is equivalent to T-beam design calculations, so as to guarantee structure safe. |
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| Keywords: | frame structure strong column weak beam cast slab |
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