框支密肋壁板结构托梁内力计算
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国家自然科学基金(50878021);国家“十一五”科技支撑计划项目(2006BAJ04A0205);陕西省13115项目(2008ZDKG76);陕西省重点学科建设专项资金资助项目(E01001,E01003)


Calculation of the Internal Force for the Joist ofFrameSupported MultiRibbed Slab Structure
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    摘要:

    建立了框支密肋复合墙体墙梁的力学简化模型,并利用考虑水平摩阻力的弹性地基梁法进行托梁内力计算,同时应用有限元程序对算例进行数值对比分析。理论研究与计算分析表明:框支密肋复合墙体墙梁考虑墙体与托梁之间的界面剪力是必要的,否则不能充分体现托梁与墙体的组合工作性能,内力计算误差较大。

    Abstract:

    The simplified mechanical model was proposed for framesupported multiribbed composite wall beam. And the internal force of joist was calculated with the method of beam on the elastic foundation which takes the horizontal friction resistance into consideration. Moreover, a comparative analysis was employed with FEA program. It was found that it was necessary to consider the interfacial shearing force between wall and joist for the framesupported multiribbed composite wall beam, otherwise, the performance of the composite would not exhibited sufficiently and the calculation error would be large.

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黄炜,王国铨,姚谦峰,陈欣.框支密肋壁板结构托梁内力计算[J].土木与环境工程学报(中英文),2010,32(1):66-71. HUANG Wei, WANG Guoquan, Yao Qianfeng, CHEN Xin. Calculation of the Internal Force for the Joist ofFrameSupported MultiRibbed Slab Structure[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2010,32(1):66-71.10.11835/j. issn.1674-4764.2010.01.013

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  • 收稿日期:2009-06-28
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