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梁板轴线相对偏移对梁内力的影响

王凯

结构工程师2017,Vol.33Issue(2):62-69,8.
结构工程师2017,Vol.33Issue(2):62-69,8.

梁板轴线相对偏移对梁内力的影响

Effect of Neutral Axis Difference on Internal Forces of Beam

王凯1

作者信息

  • 1. 上海天华建筑设计有限公司,上海200030
  • 折叠

摘要

Abstract

Beams and slabs are main components to bear and transfer the vertical load in concrete structures and there is a great influence on the internal force analysis of the beam because of synergistic effect of beams and slabs.In this paper,the finite element analysis program SAP2000 was used for numerical analyses,and the effect of neutral axis difference between beam and slab was investigated through changing stiffness ratio of the beam and slab,where the analysis results were compared for different analysis details.The analysis results showed that results of the method which considered the neutral axis difference of the beam and slab were similar to the accurate analysis and it could be used in both force analysis and reinforcement design.

关键词

弹性板/梁板协同作用/梁板轴线相对偏移/偏心受压/偏心受拉

Key words

elastic plate/synergistic effect of beams and slabs/neutral axis difference between beam and slab/eccentric compression/eccentric tension

引用本文复制引用

王凯..梁板轴线相对偏移对梁内力的影响[J].结构工程师,2017,33(2):62-69,8.

结构工程师

OA北大核心CSTPCD

1005-0159

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